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HomeMy WebLinkAboutZ-8373 Map 2PLAN NOTES NOTE- 2" PVC R. UG. CABLE TV/WY-FI SERVICE COORD. EXACT WITH SERVICE PROVIDER 2' PVC R. UG. TELE. SERVICECOORD. EXACT WITH SERVICE PROVIDER VERIFY LOCATION OF EXISTING PIPING AND PROTECT DURING DEMO AND CONSTRUCTION -IF NOT EXISTING PROVIDE PIPING TO SERVICE POINT NOTE- 4" SCHED. 40 PVC O 1/4' PER FT. SLOPE TO SOAKAGE PIT - COORD. LOC. IN FIELD, CONTACT ENGINEER FOR APPROVAL (ROOF DRAINAGE) NOTE — SOAKAGE PIT SHALL BE 24"e X 36' LONG CMP WITH OPEN BOTTOM AND CAST IRON GRATE EQUAL NEENAH #R-4340-B (OVER DIG AREA BELOW PR AND BACKFILL WITH 1 SO. YARD OF 3/4" CLEAN STONE BEFORE SETTING CMP) NOTE—D 1500 GALLON PRECAST CONCRETE GREASE INTERCEPTOR EQUAL PETERSON TANK COMPANY NOTE—E CITY APPROVED SAMPLING MANHOLE NOTE- 4" SCHEDULE 40 PVC SANITARY PIPING ® 1/4' PER FOOT MINIMUM SLOPE TO EXISTING CITY SEWER -VERIFY LOCATION AND INVERT BEFORE DOING ANY WORK -DURING DEMOLITION AND CONSTRUCTION PROTECT ANY EXISTING SANITARY PIPING THAT IS TO REMAIN IN SERVICE NOTE—G VERIFY LOCATION OF EXISTING GAS PIPING -BEFORE DEMOLITION HAVE GAS SERVICE PROVIDER REMOVE METER -GAS PIPING SHALL BE COORDINATED WITH GAS SERVICE PROVIDER --DURING DEMOLITION AND CONSTRUCTION PROTECT ANY EXISTING GAS PIPING THAT IS TO REMAIN IN SERVICE NOTE - DETECTABLE WARNINGS SHALL BE RAISED TRUNCATED DOMES WITH A DIAMETER OF NOMINAL .9", A HEIGHT NOMINAL OF .20 AND A CENTER TO CENTER SPACING OF NOMINAL 2.35' AND SHALL CONTRAST VISUALLY WITH ADJONING SURFACES, EITHER UGHT-ON-DARK OR DARK -ON -LIGHT. DRIVE LANE — SIDEYUHI( - t W-0" 5'-0' 6' 0" !! SIDEWALK o tFrrElDM a + n ulwao� 6" WIDE CURB ENLARGED RAMP PLAN SCALEI"=10' � Villa. a a cu�ii -+�'-- «aa�a CONT. EXP. JOINT CURB EDGE SIDEWALK 4' CONC. CURB EDGE WALK 35W P9 28 DAY MIN. W/EXP..NS O 20' O.C. AND CONST. JNTS O 5' O.C. 1' RADIUS PARKING AS SPEORED (2) j4 BARS CONT. TOP k BOTTOM 6'40-1.41.4 W.W.F. CURB CJ C I r BOLLARD NT POLE MOUNTED LT. FIXTURE LITHONIA #TFH1000MRM2, 208 V., 1000 WATT METAL HALIDE FLOOD LT. MTD ON 29' SQ. STRAIGHT STEEL POLE # SSS305G WITH #BS 28 MTG. BRACKET (TYPICAL 1 LOC.) (1 POLE TOTAL, 2 LIGHTS TOTAL) CLEAR ALL OVERHEAD POWER LINES BY 10'-0' MINIMUM 14'X2O'X6'-6' HT. TRASH ENCLOSURE (SEE PLAN) WITH B" THICK-3500 PSI CONC. WITH BX6-10/10 W.W.M." (ENCLOSURE PAD AND APRON) EXISTING 4' HEIGHT FENCE ON EXISTING CONCRETE CURB AT PROPERTY UNE—FENCE SHALL REMAIN (REPAIR ALL DAMAGED AREAS OF EXISTING FENCE) TRASH _ ENCLOSURE CONC. CURB (TYPICAL) SEE DET. THIS SHT. UNLESS NOTED OTHERWISE EXIT ONLY ALL NEW AND ALL 'DAMAGED SIGN TO BE REPLACED" CONC. PAVING AREAS SHALL BE 5" THICK 3500 PSI CONC.WITH 6X6-10/10 W.W.M. 2 EXIST. FLOOD LIGHTS ON POWER CO POLE (LEASED UGHTS)-HAVE POWER CO. AIM BOTH AT SOUTH END OF SOUTH LOT' 4' DA. STEEL POST FILLED W/CONCRETE FINISH SURFACE 18' DIA CONCRETE FOOTING EXISTING CURBING_ TO REMAIN PROVIDE PARKING AT EXISTING PLANTER EXISTING 4' HEIGHT FENCE ON EXLSTING CONCRETE CURB AT PROPERTY LINE —FENCE SHALL — REMNN (REPAIR ALL DAMAGED AREAS OF EXISTING FENCE) N.T.S. MENUBOARD/SPEAKER ON TANGENT N.T.S. EXISTING CURBING TO REMAIN 0 HANDICAPPED AREA MUST BE LEVEL WITH POSITIVE DRAINAGE (MAXIMUM SLOPE SHALL BE 1 IN 50 (2S) a SLOPE CONC. PAVEMENT TO ALLOW FOR o EXISTING DRAINAGE PATH TO REMAIN wm D BUT DO NOT EXCEED 2% SLOPE). r ¢ rl- WITH UNIV. HC SIGNS N (TYPICAL 2) i7 EXISTING SIDEWALK ADD DETECTABLE WARNINGS AT EXISTING CURB RAMP - (SEE NOTE-H) �NSP'S ONE\ sA 00 0 9y 0 09 ,\e00-482 69�'0 EXISTING 4 FLOOD UGHTS ON STEEL POLE -RETURN ALL TO SERVICABLE CONDITION -AIM AS SHOWN PROPOSED NEW CURBING tj of • •' + • •' DT OF THE . ; ''; ��bs•:i FUTURE WALL ••,•. •+ (SEE SHEET i C2.1 & C2.2) t 10 4': AIM LTS. _ DRIVE • AS SHOWN \0• THRU SIGN 00 '-r 24'-Oo F1 NOTE-F I i n VAN HC Niglio r.1©1. 0010 mills PROPOSED NEW _ CURBING EXISTING CURBING TO REMAIN EXISTING DRIVE rill NOVA LANE IMPORTANT: FLUSH VALVE WATER CLOSETS THIS PROJECT WATER METERS SHALL BE MINIMUM 1" DOMESTIC AND 3/4' IRRIGATION. EXISTING WATER SERVICE LINES MAY REMAIN IF IN SEWCA13LE CONDITION AND IF OF A MINIMUM 1 1/2' PIPE SIZE FOR THE DOMESTIC WATER AND MINIMUM 3/4" FOR THE IRRIGATION WATER. IF LINES ARE TO REMAIN IN SERVICE PROTECT DURING DEMOLITION. IF LINES MUST BE REPLACED SEE NOTES THIS SHEET FOR SIZES AND SPECIFICATIONS. 1" SCHED 80 PVC 30' BELOW FINISH GRADE TO EXISTING IRRIGATION PIPING VERIFY LOCATION A: SIZE OF EXISTING 1 1/2" SCHED 80 PVC 30" PIPING AND PROTECT DURING DEMO BELOW FINISH GRADE TO AND CONSTRUCTION EXISTING DOMESTIC PIPING VERIFY LOCATION h SIZE OF EXISTING PIPING AND PROTECT DURING DEMO AND CONSTRUCTION ADARAMPS AND LAN LANDING -SEE / DETAIL AT LEFT 235' 15' SIDEWALK �I (PROPOSED) a U1qqL56"-,.7'+99.50' I ? +99.50' +99.50' I I+99.75'`000d f! Id++ INOTE .My A RESTAURANT +99.57' 5' LEVEL AT " GAS METER TACO BE DOORS PER T NOTE-D NOTE-G BOLD CHOICE ADA N 75'-4' +100.00' - 7 LIIUfI 50'R. 43'-7" 15'R. LIGHT LINES DENOTE LINE OF EXISTING BUILDING a 40' BLDG (rn SETBACK 01 LINE 30'R. 21 O' \_ PROPOSED NEW DT OF THE FUTURE CURBING CANOPY, SPEAKER AND OCB-SEE EXTEND FENCE TO SHEET C3 RESIDENTIAL PROPERTY UNE HAVE POWER CO. AIM FLOOD REMOVE EXISTING 3 1 2' HEIGHT FENCE AND / LIGHTS AS SHOWN INSTALL NEW 6'-0' HEIGHT TREATED WOOD POWER CO. TRANSFORMER POLE AND OPAQUE FENCE ON TOP OF EXISTING CONCRETE EXISTING U.G. SECONDARY -HAVE POWER RETAINING WALL LOCATED AT PROPERTY LINE COMPANY DISCONNECT AT POWER CO. TRANSFORMER POLE BEFORE DOING ANY DEMOLITION AND/OR EXCAVATION IT WIRING AND/OR CONOU!TS ARE TO BE REUSED LOCATE AND PROTECT ENTIRE LENGTH DURING THE CONSTRUCTION PROCESS AND COORDINATE ALL WITH 0 POWER CO.) CAUTION: EXISTING UNDERGROUND ELECTRIC SECONDARY CROSSES THIS SITE. BEFORE DOING ANY WORK HAVE �� A IT PROPERLY MARKED AND FOLLOW ALL OF THE LATEST Quo OSHA REGULATIONS �4v REMOVE EXISTING 3 1/2' HEIGHT I ENCE AND �Q INSTALL NEW V-0" HEIGHT TREATED WOOD OPAQUE FENCE ON TOP OF EXISTING CONCRETE .._----�- RETAINING WALL LOCATED AT PROPERTY LINE EXISTING 4 FLOOD LIGHTS ON STEEL ,,- POLE -RETURN ALL TO SERVICABLE CONDITION -AIM AS SHOWN EXISTING TACO BELL % POLE SIGN / ADD DETECTABLE WARNINGS AT EXISTING CURB RAMP (SEE NOTE-H) rn z ADA CURB RAMP (TYPICAL) 0 Q EXISTING CURB ' a NARROW EXISTING 40 TO 30' ��DRIVE z z F- CURB RAMP WITH DETECTABLE Fy WARNINGS (SEE NOTE-H) PROPOSED CURB U) Q' Lli Lv EXISTING POWER 28'R. COMPANY POLE 0 o TERMINATE CURB PER HIGHWAY DEPT. REQUIREMENTS z -SIDEWALK (PROPOSED) 1 EXIST. FLOOD LIGHT ON POWER CO POLE (LEASED LIGHT) HAVE POWER CO. AIM FLOOD LIGHT AS SHOWN \ NOTE: EXISTING BUILDING FINISH FLOOR SLAB ELEVATION SHALL BE USED AS BENCHMARK AND SHALL BE USED AS AN ASSUMED ELEVATION OF +100.00'(BEFORE DEMOLISHING EXISTING BUILDING CONTRACTOR SHALL MARK A TEMPORARY BENCHMARK ON SITE IN AN AREA THAT WILL NOT BE DISTURBED DURING CONSTRUCTION) PROPOSED BUILDING FINISH FLOOR SLAB ELEVATION SHALL BE +100.00' (ASSUMED) FINISH FLOOR ELEV. OF PROPOSED BLDG. SHALL MATCH FIN. FL. ELEV. OF EXISTING BLDG. TAPER THIS AREA FROM THE � 6' HEIGHT TO 2' HEIGHT SITE PLAN SCALE: 1"=20' 0 N SEE LANDSCAPE PLAN FOR TREES AND SHRUBS TO BE PROTECTED EXISTING s1DEw DURING DEMOLITION AND CONSTRUCTION (COORDINATE ALL WITH H&N LANDSCAPE COMPANY) ADD DETECTABLE WARNINGS AT EXISTING CURB RAMP (SEE NOTE-H) CAUTION: "OVERHEAD POWER LINES IN CONSTRUCTION AREA BEFORE DOING ANY WORK, EXCAVATING OR DEMOLITION SURVEY AREA FOR OVERHEAD POWER LINES. FOLLOW ALL THE LATEST OSHA REQUIREMENTS AS SET FORTH FOR WORKING IN THE VICINITY OF POWER LINES AND ALSO HAVE POWER COMPANY INSTALL GUARDS ON ALL LINES THAT ARE LOCATED WITHIN 20'-0" OF BUILDING LINES. POST SIGNS AT ALL ENTRY DRIVES TO THIS SITE WITH THIS STATEMENT "CAUTION — OVERHEAD POWER LINES CROSS THIS SITE, USE EXTREME CARE WHEN MOVING AND WHEN LIFTING MATERIALS AND/OR EQUIPMENT" ALL EXCAVATING SHALL. BE DONE IN STRICT ACCORDANCE WITH THE LATEST OSHA REQUIREMENTS WITH SLOPED SIDES AND/OR SHORING AS REQUIRED BY OSHA (SEE LATEST OSHA REGULATIONS BEFORE DOING ANY WORK). BEFORE DOING ANY WORK OR EXCAVATING CALL ARKANSAS 'CALL BEFORE YOU DIG" AT 1-800-482-8998 AND HAVE ALL UNDERGROUND UTILITIES MARKED OWNER TACO BELL RESTAURANT K—MAC ENTERPRISES, INC. 8108 GEYER SPRINGS ROAD 1 820 SOUTH ZERO ST. LITTLE ROCK, ARKANSAS FORT SMITH, AR. 72906 800-345-5622 m U _U 4) Z_ m N Cn LU c: I- Q $ U -0 0 76 C/J r Q O0 Qmc 06 .0 ¢ W 9W9 QN8 o 3z 0 CI CD 0 3 •, CONTRACT DATE. 3112108 BUILDING TYPE T-b07 PLAN VERSION: Aug07 SITE NUMBER: STORE NUMBER: TACO BELL 8108 GEYER SPRINGS ROAD LITTLE ROCK. ARKANSAS c1 PLOT DA T E: