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Home My WebLink AboutZ-8373 Map 3mgm 1. ALL CUNK TO BE 30 PS1. M 28 DAY P.C.C. TYP. 2. ROM ENWI 10N 30lTIS • 20'-O' O.C. PLAN NOTES NOTE-A 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 • 1/4' PER FT. SLOPE TO SOAKAGE PIT - COORD. LOC. IN FIELD. CONTACT ENGINEER FOR APPROVAL (ROOF DRAINAGE) NOTE - SOAKAGE PIT SHALL BE 24'0 X 36' LONG CMP WITH OPEN BOTTOM AND CAST IRON GRATE EQUAL NEENAH #R-4340-B (OVER DIG AREA BELOW PIT AND 13ACKFILL WITH 1 SO. YARD OF 3/4" CLEAN STONE BEFORE SETTING CMP) NOTE-D 1500 GALLON PRECAST CONCRETE GREASE INTERCEPTOR EQUAL PE7ERSON TANK COMPANY NOTE- E CITY APPROVED SAMPLING MANHOLE NOTE- 4'' SICIEIDAE 40 PVC SANITARY PRIG O 1/4' PER FOOT MWMUM SLOPE TO ElMW CTIY -VWY LOCA-04 AND NIVEIRT DOM ANY WORK-OURM DEHOI(TiON AND CONSTRUCTION QROfECT ANY EDQS M SWTARY PIPING THAT IS TO REMAIN N SERVICE VERFY LOCJILO( ATMN OF DOSTTIIG GAS PWNG--BEFDRE DEMOLITION HAVE GAS SERVICE aRCMOER REkXW MIE -4rAS PRIG SHMI � COORDINATED TETH GINS SERVICE POAD�-Dt1ZING DEMOLITION AND CONSTRUCTION PROTECT AMA EXISTING GAS PIPRIG THAT i TO REMAIN iN SERVICE NOTE - DETECTABLE WARNINGS SHALL BE RAISED TRUNCATED DOMES WITH A OWAUM OF NOMINAL .9', A HMff NOMPML OF .2' AND A CENTER TO CENTER SPACNG OF NWW 2.35' AND SWILL CON"VW VISUALLY WITH AQIOWAG SURFACES. EITHER LIGHT-di-tYrIK dt OMTIC-Qi-LIGHT. DRIVE LANE SIDEWALK 8'-0' 5'-0' 8'-O' DO1vp DOWN SIDEWALK a + T LAla9GVf 6' WIDE CURB ENLARGED RAMP PLAN SCALE:':'=' O' 2' 1' R DUS TYP. P.C.C. CURB t GUTTER PAYF1ffM D.EVAIM REFER TO TF11S PONT N i BASE AS SPECIFIED STABILIZED SUBGRADE AS SPECIFIED (1) /3 CONT., TW CONCRETE CURB & GUTTER N.T-& 4' CONC. CURB EDGE WALK 3500 PSI 28 DAY MIN. M/E70=. AS 0 20' O.C. AND CONST. ANTS O 5' O.0 1' RADIUS PARKING AS SPECIFIED (2) 14 BARS WAIT. TOP : BOITON ,-,�- 8'x6'-1.4x1.4 W.M.F. Ow. W. Aw CURB EDGE SIDEWALK N.T.S. Y c r BOL�1R� N �s ►- 04 POLE MOUNTED LT. FIXTURE LITHOMA #TFH1000MRM2, 208 V., 1000 WATT METAL HALIDE FLOOD LT. MTD ON 29' SO. STRAIGHT STEEL POLE III SSS305G WITH ;JIBS 28 MTG. BRACKET (TYPICAL 1 LOC.) (1 POLE TOTAL, 2 LIGHTS TOTAL) CLEAR ALL OVERHEAD POWER LINES BY 10'-0" MINIMUM 14'X20'X6'-6' HT. TRASH ENCLOSURE (SEE PLAN) WITH 8' 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 LINE -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 8X6-10/10 W.W.M. 2 EXIST. FLOOD LIGHTS ON POWER CO POLE (LEASED LIGHTS) -HAVE POWER CO. AIM BOTH AT SOUTH END OF SOUTH LOT 4- DU. ST t'_ SOS FILLED W/CONCRE'E FINISH SURFACE 18' DIA. CONCRETE FOOTING EXISTING CURBING TO REMAIN PROVIDE PARKING AT EXISTING PLANTER EXISTING 4' HEIGHT FENCE ON EXISTING CONCRETE CURB AT PROPERTY LINE -FENCE SHALL -- REMAIN (REPAIR ALL DAMAGED AREAS OF EXISTING FENCE) MENUBOAR6SPEAKER ON TANGENT N.T.S. 0 EXISTING CURBING TO REMAIN (D r C7 25' 6 tr 0 w m Z3 0 z HANDICAPPED AREA MUST BE LEVEL WITH POSITIVE DRAINAGE (MAXIMUM SLOPE SHALL BE 1 IN 50 (2E) SLOPE CONC. PAVEMENT TO ALLOW FOR EXISTING DRAINAGE PATH TO REMAIN io BUT DO NOT EXCEED 2% SLOPE). r` WITH UNIV. HC SIGNS (TYPICAL 2) EXISTING 4 FLOOD LIGHTS ON STEEL POLE -RETURN ALL TO SERVICABLE CONDITION -AIM AS SHOWN PROPOSED NEW CURBING ' o � I DT OF THE •' •�,•,• Q� . i, FUTURE WALL b. (SEE SHEET C2.1 & C2.2) 1 t1 AIM LTS. p' AS SHOWN DRIVE gyp. THRU SIGN -00 A= 24' CLEARANCE BAR PROPOSED NEW CURBING EXISTING CURBING TO REMAIN f�3EY1C[e141:717R T NOTE-F 1 I n VM HC MENU E-- r_ -0 BOARD MENU BOARD 8 0,- 01E NOTE-C EXIST NG SIDEWALK 70' ,ISTINGEXISTING ADD DETECTABLE WARNINGS AT EXISTING CURB RAMP NOVA LAN E (SEE NOTE-H) PNSAS ON f\ 0 CD cq�l sr 90 7 \00 482�a990 IMPORTANT: FLUSH VALVE WATER CLOSETS THIS PROJECT WATER METERS SHALL BE MINIMUM 1' DOMESTIC AND 3/4' IRRIGATION. EXISTING WATER SERVICE UNES MAY REMAIN IF IN SERVICABLE 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 & 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 k SIZE OF EXISTING PIPING AND PROTECT DURING DEMO AND CONSTRUCTION ADARAMPS AND LAN / LANDING -SEE DETAIL AT LEFT 235 15 SIDEWALK �I o (PROPOSED) is 50'R. - 50r - +9 �� +99.50' N R +99.50' 43'-7' D. VAN +99.50' I+99.7, 5' +,� 09 \ R. LIGHT LINES DENOTE HC LINE OF I ��s'1� I BUILDING FISTING +99.57 NOTAjgN I o RE TAB URANT 5' LEVEL AT I°! 40' BLDG +99.57DOORS PER SETBACK ---- -- 1- _ GAS METER TACO BED ■ELF ADA p. LINE E-D_ /�v, NOTE-G B��Cf30L CHOICE w I 30'R. 4 LOO} L�" _ - 75'-4' +100.00' 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) Z w ...... A1A CURB (TYPICAL) L RAMP � Q w 2t EXISTING CURB V) o NARROW EXISTING 40' C)z DRIVE TO 30' CURB RAMP WITH DETECTABLE WARNINGS (SEE NOTE-H) PROPOSEDao a CURB (%) W LLB �CD // +9 o +99.50' 26'R EXISTING POWER // COMPANY POLE / f o �� o o I g TERMINATE CURB PER y HIGHWAY DEPT. REQUIREMENTS 210' -__PROPOSED NEW DT OF THE FUTURE\ANDUGHTS CURBING L SIDEWALK CANOPY, SPEAKER AND OCB-SEEEXTEND FENCE TO (PROPOSED) SHEET C3RESIDENTIAL PROPERTY UNE REMOVE EXISTING 3 1/2' HEIGHT FENC POWER CO. AIM FLOOD AS SHOWN INSTALL NEW 6'-0' HEIGHT TREATED WPOWER CO. TRANSFORMER POLE AND 1 EXISi. FLOOD LIGHT OPAQUE FENCE ON TOP OF EXISTING BETA NING WALL LOCATED AT PROPERTEXISTING U.G. SECONDARY -HAVE POWER ON POWER CO POLE COMPANY DISCONNECT AT POWER CO. (LEASED LIGHT) TRANSFORMER POLE BEFORE DOING HAVE POWER CO. AIM FLOOD ANY DEMOLITION AND/OR EXCAVATION LIGHT AS SHOWN F WIRING AND/OR CONDUITS ARE TO IO REUSED LOCATE AND PROTECT ENTIRE LENGTH DURING THE CONSTRUCTION PROCESS AND COORDINATE ALL WITH NOTE: EXISTING BUILDING FINISH FLOOR SLAB 0 POWER CO.) \ ELEVATION SHALL BE USED AS BENCHMARK AND SHALL BE USED AS AN ASSUMED ELEVATION OF CAUTION: EXISTING UNDERGROUND ELECTRIC SECONDARY +100.00'(BEFORE DEMOLISHING EXISTING BUILDING CONTRACTOR SHALL MARK A TEMPORARY CROSSES THIS SITE. BEFORE DOING ANY WORK HAVE �,� BENCHMARK ON SITE IN AN AREA THAT WILL NOT pQ IT PROPERLY MARKED AND FOLLOW ALL OF THE LATEST BE DISTURBED DURING CONSTRUCTION) PROPOSED Q� BUILDING FINISH FLOOR SLAB ELEVATION SHALL OSHA REGULATIONS BE +100.00' (ASSUMED) 4" FINISH FLOOR ELEV. REMOVE EXISTING 3 1/2' HEIGHT FENCE AND Iq OF PROPOSED BLDG. INSTALL NEW W-0' HEIGHT TREATED WOOD �Q SHALL MATCH FIN. . — _� OPAQUE FENCE ON TOP OF EXISTING CONCRETE FL. ELEV. OF RETAINING WALL LOCATED AT PROPERTY LINE EXISTING BLDG. _N TAPER THIS AREA FROM THE % 6' HEIGHT TO 2' HEIGHT SITE PLAN SCALE:1"=20' mo C4 SEE LANDSCAPE PLAN FOR TREES AND SHRUBS TO BE PROTECTED 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 WORN 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 1820 SOUTH ZERO ST. LITTLE ROCK, ARKANSAS FORT SMITH, AR. 72906 800-345-5622 m U 0 CONTRACT DATE. 3/12/08 BUILDING TYPE T-b07 PLAN VERSION: Aug07 SITE NUMBER: STORE NUMBER' TACO BELL 8108 GEYER SPRINGS ROAD LITTLE ROCK, ARKANSAS c1 PLOT _)A'E.