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EX <br />I <br />S <br />T <br />I <br />N <br />G <br /> <br />P <br />A <br />R <br />K <br />I <br />N <br />G <br />, <br /> <br />T <br />O <br /> <br />R <br />E <br />M <br />A <br />I <br />N <br />PL <br />A <br />N <br />T <br />E <br />R <br />A. <br />C <br />. <br /> <br />P <br />A <br />V <br />E <br />M <br />E <br />N <br />T <br />T. <br />E <br />. <br />5 <br />NO <br />PARKING NO PARKING <br />NO <br />PARKING <br />S <br />B <br />R <br />I <br />S <br />T <br />O <br />L <br /> <br />S <br />T <br />EXISTING <br />EL SUPER NO. 23 <br />ENLARGED <br />PLAN <br />2 <br />SP1.0 <br />[Uncensored leaked english subtitles] Beautiful navie wife wakes up at a party with aching bruised hairy pussy dripping with cum and sore mouth also filled with cum after several men took advantage of her without husbands knowledge after she passed out at party. Men visit her home when husband is a work and want her to clean their cicks with her mouth and pleasure them like she did at party <br />1.THE SITE SHALL BE KEPT FREE OF FIRE HAZARDS FROM THE START <br />OF CONSTRUCTION TO FINAL INSPECTION. <br />2.THE DEVELOPMENT SHALL MEET ALL REQUIREMENTS OF THE <br />LOCAL FIRE CODE. <br />3.VERIFY ALL (E) UNDERGROUND UTILITIES RELATED ITEMS PRIOR TO <br />CONSTRUCTION & PROTECT FROM DAMAGE AS REQUIRED. ANY <br />UNDERGROUND ITEM DAMAGED DURING CONSTRUCTION SHALL BE <br />RESTORED TO APPROVED CONDITION BY CONTRACTOR AT NO <br />ADDITIONAL EXPENSE TO THE OWNER. <br />4.DEMOLITION SHALL FULLY COMPLY WITH ALL AGENCY <br />REQUIREMENTS. <br />5.PROVIDE TEMPORARY SHORING AS REQUIRED. <br />6.ALL SITE UTILITY (ON-SITE/OFF-SITE) TRENCHING, BACK FILLING AND <br />FINISH BE BY GC. GENERAL CONTRACTOR TO COORDINATE WITH <br />UTILITY AGENCIES AS REQUIRED. <br />7.FINISH GRADES AROUND THE NEW STRUCTURE SHALL BE SLOPED <br />AWAY FROM THE BUILDING FOR DRAINAGE. <br />8.THE DISCHARGE OF POLLUTANTS TO ANY STORM DRAINAGE <br />SYSTEM IS PROHIBITED. NO SOLID WASTE, PETROLEUM BYPRODUCTS, <br />SOIL PARTICULATE, CONSTRUCTION WASTE MATERIALS, OR <br />WASTEWATER GENERATED ON CONSTRUCTION SITES OR BY <br />CONSTRUCTION ACTIVITIES SHALL BE PLACED, CONVEYED OR <br />DISCHARGED INTO THE STREET, GUTTER OR STORM DRAIN SYSTEM. <br />9.ALL SITE UTILITY TRENCHING AND BACKFILLING ARE TO BE G.C. <br />(INCLUDING BUT NOT LIMITED TO IRRIGATION, SITE LIGHTING, PRIMARY <br />AND SECONDARY POWER, OFF-SITE FIRE TAP TO FIRE MAIN); <br />COORDINATE WITH UTILITY AGENCIES AS REQUIRED. <br />10.CONTRACTOR SHALL ERECT AND MAINTAIN BARRICADES, WARNING <br />SIGNS AND TRAFFIC CONES PER LOCAL REQUIREMENTS. ACCESS TO <br />DRIVEWAYS TO BE MAINTAINED AT ALL TIMES. ALL TRAFFIC CONTROL <br />MEASURES SHALL BE APPROVED AND IN PLACE PRIOR TO ANY <br />CONSTRUCTION ACTIVITY. <br />11.AT NO TIME SHALL CAMPERS, TRAILERS, MOTOR HOMES, OR ANY <br />OTHER VEHICLE BE USED AS LIVING OR SLEEPING QUARTERS ON THE <br />CONSTRUCTION SITE. ALL SUCH VEHICLES SHALL BE REMOVED FROM <br />THE SITE AT THE END OF EACH WORK DAY. <br />12.FINAL INSPECTION BY THE PLANNING DEPARTMENT IS REQUIRED <br />PRIOR TO OCCUPANCY. CONTRACTOR TO NOTIFY PLANNING WHEN <br />CALLING FOR FINAL BUILDING DEPARTMENT INSPECTION. <br />13.PORTABLE TOILETS USED DURING CONSTRUCTION SHALL BE KEPT <br />AS FAR AS POSSIBLE FROM EXISTING RESIDENCES AND SHALL BE <br />EMPTIED ON A REGULAR BASIS AS NECESSARY TO PREVENT ODOR. <br />14.PROVIDE ACCESSIBLE PARKING AND SIGN DETAILS WITH <br />DIMENSIONS. PROVIDE TOWED AWAY SIGN WITH CONTACT INFO. SEC <br />11B-208. <br />15.ACCESSIBLE PARKING SHALL BE LOCATED ON THE SHORTEST <br />ACCESSIBLE ROUTE TO AN ENTRANCE AND CANNOT WHEEL BEHIND <br />OTHER VEHICLE. SEC 11B-208.3.1. <br />16.ACCESSIBLE PARKING AND ACCESSIBLE EVCS CANNOT EXCESS 1:48 <br />SLOPE THROUGHOUT THE PARKING AND LOADING/UNLOADING AISLE. <br />SEE 11B-502.4. <br />17.IS THERE ANY EVCS (ELECTRIC VEHICLE CHARGING STATIONS) <br />SERVING GENERAL PUBLIC BE ADDED OR ALTERATION TO <br />EXISTING EVCS. IF THERE IS ANY, COMPLY WITH 11B-228.3. <br />18.PROVIDE 8'-2" MIN VERTICAL CLEARANCE FOR PARKING LOT. <br />19.DETECTABLE WARNINGS CANNOT LOCATION INSIDE DOOR <br />MANEUVERING CLEARANCE, RAMP LANDING, <br />STAIRWAY TREAD AND PARKING/EVCS <br />LOADING/UNLOADING AISLE. <br />20.PROVIDE ARROW PATHS OF TRAVEL FROM ACCESSIBLE PARKING, <br />EVCS & CHARGER, & PUBLIC WAY TO ENTRANCE(S). SEC 11B-206. <br />ADDRESS COMMENT ON CIRCULATION PATHS. REF 11B-250. IF FLOOR <br />LEVEL ALONG PATHS OF TRAVEL IS NOT FLAT, SHOW <br />PERCENTAGE AND ALL RAMP(S)/CURB(S)/CURB <br />RAMP(S)/STAIRWAY(S)/LIFT(S)/ELEVATOR(S) AND DETECTABLE <br />WARNINGS ON PLAN. <br />21.IF CIRCULATION PATHS CONTIGUOUS TO VEHICULAR TRAFFIC, <br />RAISED 4 INCHES MIN ABOVE THE AREA IS REQUIRED UNLESS MEET ONE <br />OF THE EXCEPTION. REF 11B-250-1. <br />22.ACCESSIBLE PATH OF TRAVEL ROUTES AND WALK CANNOT BE <br />MORE THAN 5% SLOPE UNLESS MEET ONE OF THE EXCEPTIONS. <br />REF 11B-250-1. <br />23.CURB RAMPS NEED TO COMPLY WITH 11B-705.2.2. PARALLEL CURB <br />RAMPS NEED TO COMPLY WITH 11B-705.1.2.2.2. <br />24.EVERY ENTRANCE/EXIT SHALL BE ACCESSIBLE. <br />25.THERE ARE NO NEW ENTRANCES/EXITS OR OPENINGS IN EXISTING <br />EXTERIOR BUILDING WALLS. <br />25.ALL DOOR THRESHOLD AND PATH OF TRAVEL TO ENTRY/EXIT DOOR <br />REQUIRED 1/4 INCH MAX LEVEL CHANGE AND/OR 1/2 INCH WITH BEVELED <br />WITH A SLOPE NOT STEEPER THAN 1:2 RATIO. IF THERE IS ANY LEVEL <br />CHANGE MORE THAN REQUIRE HEIGHT AND/OR SLOPE MORE THAN 1:48 <br />AT ENTRANCE, PLEASE INFORM PLAN CHECKER. REF 11B-303, 404.2.5, <br />404.2.4.4, 302. <br />TYPICAL GENERAL SITE & BUILDING DEPT. NOTES: <br />SHADED AREA INDICATES AREA OF WORK LIMITATION01 <br />EXIST. FIRE HYDRANTS TO REMAIN 'AS-IS' (TYP.).02 <br />EXIST. GAS METER & FIRE ASR WITHIN (E) STL. PIPE BARRIER TO REMAIN 'AS-IS'.03 <br />EXIST. CHAINLINK FENCE AND GATE TO REMAIN 'AS-IS'.04 <br />EXIST. CONC. SIDEWALK, CURB / GUTTER TO REMAIN 'AS-IS' UNLESS PATCHING & REPAIRING <br />IS REQUESTED BY S&F CM. <br />05 <br />EXIST. PAINTED PARKING STALL STRIPING SHALL BE REPAINTED DOUBLE-STRIPED TO MEET <br />TO MEET CITY OF SANTA ANA ZONING CODE SEC. 41-1303 FOR DIMENSION OF PARKING <br />AREA AND ACCESS. SEE DETAIL 7&10/SP2.0. (TYP.). <br />07 <br />EXIST. PAINTED DISABLED ACCESSIBLE PARKING STALL STRIPING SHALL BE REPAINTED TO <br />MEET 2022 CBC SECTION 11B-502 AND CITY OF SANTA ANA MUNICIPLE CODE <br />REQUIREMENTS, AND BY THOSE WHICH MEET MINIMAL CLIENT STANDARDS AND CRITERIA. <br />SEE DETAIL 3A & 9/SP2.0. (TYP.). <br />08 <br />REMOVE EXIST. TRUNCATED DOME DETECTABLE WARNING STRIPS AND AND INSTALL NEW <br />DETECTABLE WARNING STRIPS TO MEET 2022 CBC 11B-705.1 AND CITY OF SANTA ANA <br />MUNICIPLE CODE REQUIREMENTS, AND BY THOSE WHICH MEET MINIMAL CLIENT <br />STANDARDS AND CRITERIA. (TYP.). <br />09 <br />REMOVE AND REPLACE ANY MISSING OR DAMAGED ADA PARKING OR ACCESSIBILITY <br />SIGNAGE TO MEET 2022 CBC 1143A SIGNAGE AND CITY OF SANTA ANA MUNICIPLE CODE <br />REQUIREMENTS, AND BY THOSE WHICH MEET MINIMAL CLIENT STANDARDS AND CRITERIA. <br />SEE DETAIL 3/SP2.0. (TYP.). <br />10 <br />REPLACE DAMAGED OR MISSING SIGNS: "UNAUTHORIZED VEHICLES PARKED IN <br />DESIGNATED SPACES ......." & LOITERING, OBSTRUCTION PASSAGE SIGNAGE TO MEET CITY <br />OF SANTA ANA MUNICIPAL CODE REQUIREMENTS, AND BY THOSE WHICH MEET MINIMAL <br />CLIENT STANDARDS AND CRITERIA. SEE DETAIL 1,2&4/SP2.0. <br />11 <br />SITE PLAN KEYNOTES: <br />REPLACE DAMAGED OR MISSING TRAFFIC STOP SIGNS: NEW SIGNAGE TO MEET CITY OF <br />SANTA ANA MUNICIPAL CODE REQUIREMENTS, AND BY THOSE WHICH MEET MINIMAL CLIENT <br />STANDARDS AND CRITERIA. SEE DETAIL 5/SP2.0. <br />12 <br />REPLACE DAMAGED OR MISSING CONCRETE WHEEL STOPS. NEW STOPS TO MEET CITY OF <br />SANTA ANA MUNICIPAL CODE REQUIREMENTS, AND BY THOSE WHICH MEET MINIMAL CLIENT <br />STANDARDS AND CRITERIA. SEE DETAIL 6/SP2.0. (TYP.). <br />13 <br />EXIST. CONC RAMP, CONTRACTOR TO ASSURE THAT RAMP MEETS SLOPE REQUIREMENTS <br />AS SET FORTH BY 2022 CBC SEC 11B-405 REQUIREMENTS. U.N.O., RAMPS ARE TO REMAIN <br />'AS-IS' UNLESS PATCHING & REPAIRING IS REQUIRED OR REQUESTED BY S&F CM. (TYP.). <br />06 <br />ASPHALT RESURFACING / STRIPING CONTRACTOR SHALL; COLD MILL ASPHALT 1 1/2" FULL <br />DEPTH, INCLUDE ADA STALL, OIL SPOTS AND WORN ASPHALT AREAS. CLEAN SWEEP AND <br />HAUL GRINDINGS TO LOCAL DUMP, CLEAN CRACKS FREE OF VEGETATION AND DEBRIS, FILL <br />WITH RUBBERIZED CRACKSEAL (1/4" TO 1" CRACKS TO BE SEALED), CLEAN SURFACE WITH <br />BLOWER, APPLY TACK COAT AND PAVE AREA WITH UP TO 1 1/2" HOT MIX ASPHALT IN AREAS <br />NEEDED AND REQUESTED BY S&F CM. SEE KEYNOTE #1 FOR AREA OF WORK LIMITATION <br />FOR RESURFACING AND STRIPING. (TYP.). <br />14 <br />CONTRACTOR TO REPLACE ANY MISSING OR DAMAGED PLANTS, SHRUBS IRRIGATION <br />EQUIPMENT TO MATCH & MEET CITY OF SANTA ANA LANDSCAPE REQUIREMENTS AND/OR <br />SATISFY CITY INSPECTORS CITATION(S) OR CORRECTION REQUIREMENTS. (TYP.). <br />15 <br />EXIST. BACKFLOW PREVENTOR & ILUMINATED SIGN TO REMAIN 'AS-IS'.16 <br />EXIST. PARKING LOT LIGHT POLE AND BASE TO REMAIN 'AS-IS'. (TYP.).17 <br />EXIST. CART CORRALS TO REMAIN 'AS-IS'. (TYP.).18 <br />CONTRACTOR TO PAINT DIRECTIONAL ARROWS ON NEW PAVED AREA. SEE DETAIL 8/SP2.0. <br />(TYP.). <br />19 <br />GC SHALL REMOVE (E) TACTILE WARNING STRIP, ANCHOR SCREWS, PATCH AND REPAIR <br />EXIST. CONC. PAVING SURFACE TO BE FLUSH WITH EXIST. CONC. PAVING AND MEET SLOPE <br />REQ'MTS. PER 2022 CBC SEC. 11B-705.1. <br />20 <br />GC SHALL VERIFY AND ASSURE THE (E) CONC. SIDEWALK. DISABLED ACCESS PATH OF <br />TRAVEL MEETS 2% MAX. SLOPE ON ALL DIRECTIONS. PER 2022 CBC SEC. 11B-202.4. <br />21 <br />GC SHALL ASSURE THAT ALL DISABLED ACCESSIBLE PARKING STALLS AND UNLOADING <br />ZONES MEET 2% MAX. SLOPE ON ALL DIRECTIONS. PER 2022 CBC SEC. 11B-502.1, 502.4. <br />22 <br />NO <br />PARKING NO PARKING <br />NO <br />PARKING <br />2/ <br />9 <br />/ <br />2 <br />0 <br />1 <br />0 <br /> <br />1 <br />: <br />2 <br />7 <br />: <br />4 <br />5 <br /> <br />P <br />M <br />NOTE: <br />ALL EXTERIOR SITE WORK, BUILDING SHELL, LOADING DOCK, <br />IS EXISTING AND IS FOR INFORMATION PURPOSES ONLY, <br />THEY DO NOT REPRESENT ACTUAL EXISTING DIMENSIONS, <br />ALL DIMENSIONS ARE TO BE VERIFIED IN THE FIELD FOR <br />ACCURACY. <br />1 <br />SP1.0 SCALE: 1" = 250'-0" <br />SITE PLAN ( FOR REFERENCE ONLY) <br />NORTH <br />NOTE: <br />ALL DIMENSIONS SHOWN ARE FOR INFORMATION PURPOSES ONLY, THEY <br />DO NOT REPRESENT ACTUAL EXISTING DIMENSIONS (U.N.O.). ALL <br />DIMENSIONS ARE TO BE VERIFIED IN THE FIELD FOR ACCURACY. <br />SHEET: OF: <br />SHEET NO: <br />PROJ. NO.: <br />CHKD. BY: <br />REVD. BY: <br />DRWN. BY: <br />SCALE: <br />DATE: <br />TI <br />T <br />L <br />E <br /> <br />: <br />PR <br />O <br />J <br />E <br />C <br />T <br /> <br />: <br />CL <br />I <br />E <br />N <br />T <br /> <br />: <br />SHEET DATA <br />DATE DRAWN BY <br />REVISIONS <br />EL <br /> <br />S <br />U <br />P <br />E <br />R <br /> <br /># <br />2 <br />3 <br />PA <br />V <br />I <br />N <br />G <br /> <br />R <br />E <br />- <br />S <br />T <br />R <br />I <br />P <br />I <br />N <br />G <br /> <br />S <br />I <br />T <br />E <br /> <br />P <br />L <br />A <br />N <br />24 <br />4 <br />5 <br /> <br />S <br />O <br />U <br />T <br />H <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 />SA <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 />XR <br />E <br />F <br /> <br />F <br />I <br />L <br />E <br />S <br />: <br />PL <br />O <br />T <br /> <br />D <br />A <br />T <br />E <br />: <br />XR <br />E <br />F <br />D <br />ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE DESIGNER/DRAFTING CONSULTANT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE DESIGNER/DRAFTING CONSULTANT. COPYRIGHT 'DESIGN CONSTRUCTION CONSULTANTS' ALL RIGHTS RESERVED. <br />Ar <br />c <br />h <br />i <br />t <br />e <br />c <br />t <br />u <br />r <br />a <br />l <br /> <br />* <br /> <br />S <br />t <br />r <br />u <br />c <br />t <br />u <br />r <br />a <br />l <br /> <br />* <br /> <br />I <br />n <br />t <br />e <br />r <br />i <br />o <br />r <br /> <br />D <br />e <br />s <br />i <br />g <br />n <br /> <br />* <br /> <br />M <br />e <br />c <br />h <br />a <br />n <br />i <br />c <br />a <br />l <br /> <br />* <br /> <br />P <br />l <br />u <br />m <br />b <br />i <br />n <br />g <br /> <br />* <br /> <br />E <br />l <br />e <br />c <br />t <br />r <br />i <br />c <br />a <br />l <br />Re <br />s <br />i <br />d <br />e <br />n <br />t <br />i <br />a <br />l <br /> <br />: <br /> <br />C <br />o <br />m <br />m <br />e <br />r <br />c <br />i <br />a <br />l <br /> <br />: <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 />s <br /> <br />: <br /> <br />R <br />e <br />m <br />o <br />d <br />e <br />l <br />s <br />15 <br />3 <br />2 <br /> <br />S <br />w <br />e <br />e <br />t <br /> <br />B <br />a <br />s <br />i <br />l <br /> <br />C <br />i <br />r <br />c <br />l <br />e <br />, <br /> <br />H <br />e <br />m <br />e <br />t <br />, <br /> <br />C <br />a <br />l <br />i <br />f <br />o <br />r <br />n <br />i <br />a <br /> <br /> <br />9 <br />2 <br />5 <br />4 <br />5 <br />Te <br />l <br />e <br />p <br />h <br />o <br />n <br />e <br />: <br /> <br />( <br />9 <br />5 <br />1 <br />) <br /> <br />3 <br />9 <br />1 <br />- <br />5 <br />0 <br />6 <br />9 <br />DE <br />S <br />I <br />G <br />N <br /> <br />/ <br /> <br />D <br />R <br />A <br />F <br />T <br />I <br />N <br />G <br />CO <br />N <br />S <br />T <br />R <br />U <br />C <br />T <br />I <br />O <br />N <br />CO <br />N <br />S <br />U <br />L <br />T <br />A <br />N <br />T <br />S <br />CO <br />N <br />S <br />U <br />L <br />T <br />A <br />N <br />T <br /> <br />: <br />CO <br />N <br />S <br />U <br />L <br />T <br />A <br />N <br />T <br /> <br />: <br />60 <br />0 <br /> <br />C <br />I <br />T <br />A <br />D <br />E <br />L <br /> <br />D <br />R <br />I <br />V <br />E <br />, <br /> <br />C <br />O <br />M <br />M <br />E <br />R <br />C <br />E <br />, <br /> <br />C <br />A <br /> <br /> <br />9 <br />0 <br />0 <br />4 <br />0 <br /> <br /> <br />( <br />3 <br />2 <br />3 <br />) <br /> <br />8 <br />6 <br />9 <br />- <br />7 <br />7 <br />2 <br />2 <br />DCC 1059.00 <br />01.24.25 <br />SP1.0 <br />RE <br />F <br />E <br />R <br />E <br />N <br />C <br />E <br /> <br />S <br />I <br />T <br />E <br /> <br />P <br />L <br />A <br />N <br />LEGEND: <br /> HATCHED AREA INDICATES AREA OF WORK <br />LIMITATIONS ON SITE. <br />GENERAL DISABLED ACCESSIBILITY NOTES: <br />The 'POT' identified in these construction documents meets the requirements of the current <br />applicable California Building Code (CBC) accessibility provisions for path of travel <br />requirements for alterations, additions, and structural repairs. As part of the design of this <br />project, the POT was examined and any elements, components or portions of the POT that <br />were determined to be noncompliant with the CBC have been identified and the corrective <br />work necessary to bring them into compliance has been included within the scope of this <br />project's work through details, drawings and specifications incorporated into these construction <br />documents. Any noncompliant elements, components or portions of the POT that will not be <br />corrected by this project based on valuation threshold limitations or a finding of unreasonable <br />hardship are indicated in these construction documents. During construction, if POT items <br />within the scope of the project represented as CBC compliant are found to be nonconforming <br />beyond reasonable construction tolerances, the items shall be brought into compliance with <br />the CBC as part of this project by means of a construction change document" <br />01 <br />14 <br />01 <br />04 <br />01 <br />15 <br />15 <br />16 <br />17 <br />(TYP.) <br />18 <br />(TYP.) <br />(TYP.) <br />11 <br />11 <br />11 <br />12 <br />12 <br />11 <br />13 <br />(TYP.) <br />02 <br />17 <br />06 <br />(TYP.)(TYP.) <br />09 <br />(LOITERING) <br />(LOITERING) <br />19 <br />2 <br />SP1.0 SCALE: 1" = 250'-0" <br />SITE PLAN ( FOR REFERENCE ONLY) <br />NORTH <br />(N) ASPHALT RESURFACING /STRIPING CONTRACTOR SHALL; COLD MILL ASPHALT 1-1/2" FILL DEPTH, INCLUDE ADA <br />STALLS, OIL SPOTS AND WORN ASPHALT AREAS, CLEAN SWEEP AND HAUL GRINDINGS TO LOCAL DUMP, CLEAN <br />CRACKS FREE OF VEGETATION AND DEBRIS, FILL WITH RUBBERIZED CRACKSEAL (1/4" TO 1" CRACKS TO BE <br />SEALED), CLEAN SURFACE WITH BLOWER, APPLY TACK COAT AND PAVE AREA WITH UP TO 1 1 <br />2" HOT MIX ASPHALT <br />IN AREAS NEEDED AND REQUESTED BT S&F CM. SEE KEYNOTE #1 FOR AREA OF WORK LIMITATION FOR <br />RESURFACING AND STRIPING. <br />08 <br />(TYP.) <br />9'-0"9'-0"9'-0"9'-0"9'-0"5'-0"9'-0"5'-0"9'-0"9'-0"8'-0"9'-0"9'-0" <br />18 <br />' <br />- <br />0 <br />" <br />6' <br />- <br />0 <br />" <br />EXIST. <br />COMPACT <br />SPACE <br />16 <br />' <br />- <br />8 <br />" <br />(E) PAVED AND STRIPED STALLS & CONC. WHEEL STOPS TO <br />REMAIN 'AS-IS' U.N.O. <br />(E) CONC. RETAINING WALL WITH <br />PTD. GUARDRAIL TO REMAIN 'AS-IS' <br />U.N.O. <br />5' <br />- <br />0 <br />" <br />5' <br />- <br />0 <br />" <br />19 <br />' <br />- <br />6 <br />" <br />3' <br />- <br />8 <br />" <br />4' <br />- <br />0 <br />" <br />5' <br />- <br />0 <br />" <br />(E) PATH OF TRAVEL TO <br />PROPERTY AND TO BUILDING IS TO <br />BE RESTRIPED ACCORDINGLY. (E) <br />DAMAGED/MISSING TRUNCATED <br />DETECTABLE WARNING STRIPS <br />ARE TO BE REPLACED <br />ACCORINGLY TO MEET CODE <br />REQM'TS (TYP.). SEE 1/SP1.0 FOR <br />ADD'L KEYED NOTES. <br />4'-0" <br />(E) PATH PF TRAVEL TO PROPERTY <br />AND TO BUILDING IS TO BE <br />RESTRIPED ACCORDINGLY. (E) <br />DAMAGED/MISSING TRUNCATED <br />DETECTABLE WARNING STRIPS <br />ARE TO BE REPLACED <br />ACCORINGLY TO MEET CODE <br />REQM'TS (TYP.). <br />(E) CONC. RAMPS TO <br />REMAIN 'AS-IS' U.N.O. <br />(TYP.) <br />02 <br />03 <br />18 <br />' <br />- <br />0 <br />" <br />18 <br />' <br />- <br />0 <br />" <br />8'-0" <br />(T <br />Y <br />P <br />. <br />) <br />(TYP.) <br />24 <br />' <br />- <br />0 <br />" <br />24 <br />' <br />- <br />0 <br />" <br />23 <br />' <br />- <br />0 <br />" <br />23'-0" <br />27'-0" <br />30'-6" <br />25 <br />' <br />- <br />6 <br />" <br />23'-0" <br />(EXIST.) <br />(EXIST.) <br />(EXIST.) <br />(EXIST.) <br />(E <br />X <br />I <br />S <br />T <br />. <br />) <br />(E <br />X <br />I <br />S <br />T <br />. <br />) <br />(E <br />X <br />I <br />S <br />T <br />. <br />) <br />(E <br />X <br />I <br />S <br />T <br />. <br />) <br />05 <br />(TYP.) <br />05 <br />(TYP.) <br />15 <br />(TYP.) <br />06 <br />(TYP.) <br />06 <br />(TYP.) <br />(TYP.) <br />07 <br />09 <br />06 <br />(TYP.) <br />09 <br />10 <br />14 <br />14 <br />14 <br />14 <br />14 <br />18 <br />3 <br />07 <br />07 <br />20 <br />2%MA <br />X <br />2%MA <br />X <br />2%MA <br />X <br />2%MA <br />X <br />2%MA <br />X <br />22 22 <br />21 <br />21 <br />2% <br />MAX <br />20 <br />1ST CITY <br />COMMENTS03.17.251 <br />1 <br />1 <br />1 <br />1