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Home My WebLink AboutZ-5246 Map 3I Lai I I I I X79 9 MPZcj CVFt6 5' EASEMENT BOOK 881 PAGE 231 /POLE DUMPSTER \ Vnc PAD X 10 z+� 12" WATER — — — 12 WATER w v -- U U � J tY c CL' e a_ ca a. a BASELINE ROAD (81' -—__-------__---- 12" SANITARY SEWER ----- -------- G" GAS -- - -- -- - -- -- --- 6" GAS R10.00" MATCH EXIST. 12" NATER ----{ — CURB & GUTTER --12-WATER o LCY O1 �tl I I I I EXiS 7;NG - BUILD rdG m w p BASE w DRIVE !EGRESS 1. CONTRACTOR TO INSTALL NEW SANITARY SEWER SERVICE PER CITY OF LITTLE ROCK STANDARDS. 2. REFER TO CHIEF AUTO PARTS STANDARD INSTALLATION PLANS FOR POLE SIGN AND MONUMENT SIGN DETAILS. GENERAL CONTRACTOR SHALL PROVIDE CONDUIT AND NECESSARY CONDUCTORS FROM PANEL TO THIS LOCATION. 3. SITE LIGHTING BY GENERAL CONTRACTOR. CONTRACTOR TO PROVIDE & INSTALL COR -TEN SQUARE STEEL POLE 511-15SL. PAINT BRONZE & LUMINAIRE 121 -16G -120 -MH --400 MANUFACTURED BY QL INC., 3535 COMMERCIAL AVENUE, NORTHBROOK, ILL, 312-498-6540. INSTALL PER MANUFACTURERS RECOMMENDATIONS AT LOCATIONS SHOWN ON PLANS. 4. CEMENT CONCRETE WALK BY GENERAL CONTRACTOR SLOPE SIDEWALK AT A RATE OF 1/8 INCH PER FOOT AWAY FROM BUILDING. CONTRACTOR SHALL PROVIDE CONTROL JOINTS 10 FEET ON CENTERS. 5. GENERAL CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF ALL UTILITIES. PRIOR TO EXCAVATION, CONSTRUCTION OR CONNECTION PREPARATION. 6. ALL DRIVEWAYS SHALL CONFORM TO CITY OF LITTLE ROCK'S REQUIREMENTS. 7. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION OF EXISTING BUILDING AND ANY EXISTING FOUNDATIONS. 8. REINFORCED C014CRETE PAVING: MINIMUM REQUIREMENTS: THICKNESS -- 5-1/2- COMPRESSIVE --1/2"COMPRESSIVE - STRENGTH 3500 PSI REINFORCING 6X6/10:10 W.W.F. BASE COURSE - COMPACTED GRANULAR BASE A.H.T.D. SPECIFICATIONS BASE COURSE THICKNESS 4" PAVEMENT SECTON IS TO BE PLACED OVER COMPACTED SUBGRADE - 95% STANDARD PROCTOR -MOTS 1URE 2% OPTIMUM. 9. PARKING LOT STRIPING BY GENERAL CONTRACTOR. PAIN1 SHALL BE WHITE RUBBERIZED LANE MARKING PAINT. 10. THIS PLAN HAS BEEN PREPARED 'M1TH INFORMATION DEEMED RELIABLE. SHOULD CONTRACTOR NOTE FIELD CONDITIONS' NOT IN CONFORMANCE WITH THOSE SHOWN. WHICH COUL'L) INFLUENCE THE DESIGN INTENT SHOWN HERE, CONTRACTOR SHALT. IMMEDIATELY INFORM THE ENG!NEE:R AT THF ADDRESS SHOWI. 11. LOCATION CF i_XISTING UNDERGROUND UTILITIES ARE — --- - ---- - - APPRuX1MA CONTACTING THE APPROPRIATE UTILITY COMPANY TO DETERMINE 6X6110-10 W.W.F. THE' EXACT LOCATION OF ALL UTILITIES AND/ CR UNDERGROUND -- STRUCTURES. PRIOR TO THE INITIATION OF ANY P.C.C. PAIANG IN CONSTRUCTION, CONTRACTOR SHALL ASSUME FULI. PARKING STALLS k DUMPSTER PAD RESPONSIBILITY FOR DAMAGE TO ANY UTILi IFS ENCOUNTERED WI 14N THE" CONSTRUCTION. �•'.d.s•—ice 12. CONTRACTOR SHALL EXERCISE EXTREME CARE WHEN WORKING ft ADJACENT TO THE EXISTING PARKING LOT AND BUILDING. 13. INSTALL NEW WATER SERVICE FROM EXISTING METER. 14. ALL DEMOLITION TO BE REMOVED FROM SIT= AND PLACED iN All TYPICAL CONCRETE APPROVED LANDFILL. PAVEMENT SECTION 15. ALL. FILL REQUIRED TO ADJUST SITE GRADES AFTER DEMOLITION C.,ALE: NONE SHALL BE PLACED AT 95% STANDARD PROCTOR. 16. CURBS MAY BE "r'LACED WITH DRIVES. IF SO, JOINTS SHALL PENETRATE CURBS. 17. CONDITIONAL USE PERMIT & SITE PLAN APPROVAL GRANTED BY CAPITAL ZONING DISTRICT ON AUGUST 3, 1989. SYMBOL WTANtCAL NAME COMMON NAME QUANTITY SpAam am i I II Rt7C vdnRero 'naic' ' DWARF YAUPON lfL::1 Y I 00 I S' -O' 0.G I S CAL I LANGERS ROFMA M,aoo I REJ c MYRlu >> I 4.0'—W G.C. a TAU. L 4 a 3 f I Lai I I I I X79 9 MPZcj CVFt6 5' EASEMENT BOOK 881 PAGE 231 /POLE DUMPSTER \ Vnc PAD X 10 z+� 12" WATER — — — 12 WATER w v -- U U � J tY c CL' e a_ ca a. a BASELINE ROAD (81' -—__-------__---- 12" SANITARY SEWER ----- -------- G" GAS -- - -- -- - -- -- --- 6" GAS R10.00" MATCH EXIST. 12" NATER ----{ — CURB & GUTTER --12-WATER o LCY O1 �tl I I I I EXiS 7;NG - BUILD rdG m w p BASE w DRIVE !EGRESS 1. CONTRACTOR TO INSTALL NEW SANITARY SEWER SERVICE PER CITY OF LITTLE ROCK STANDARDS. 2. REFER TO CHIEF AUTO PARTS STANDARD INSTALLATION PLANS FOR POLE SIGN AND MONUMENT SIGN DETAILS. GENERAL CONTRACTOR SHALL PROVIDE CONDUIT AND NECESSARY CONDUCTORS FROM PANEL TO THIS LOCATION. 3. SITE LIGHTING BY GENERAL CONTRACTOR. CONTRACTOR TO PROVIDE & INSTALL COR -TEN SQUARE STEEL POLE 511-15SL. PAINT BRONZE & LUMINAIRE 121 -16G -120 -MH --400 MANUFACTURED BY QL INC., 3535 COMMERCIAL AVENUE, NORTHBROOK, ILL, 312-498-6540. INSTALL PER MANUFACTURERS RECOMMENDATIONS AT LOCATIONS SHOWN ON PLANS. 4. CEMENT CONCRETE WALK BY GENERAL CONTRACTOR SLOPE SIDEWALK AT A RATE OF 1/8 INCH PER FOOT AWAY FROM BUILDING. CONTRACTOR SHALL PROVIDE CONTROL JOINTS 10 FEET ON CENTERS. 5. GENERAL CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF ALL UTILITIES. PRIOR TO EXCAVATION, CONSTRUCTION OR CONNECTION PREPARATION. 6. ALL DRIVEWAYS SHALL CONFORM TO CITY OF LITTLE ROCK'S REQUIREMENTS. 7. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION OF EXISTING BUILDING AND ANY EXISTING FOUNDATIONS. 8. REINFORCED C014CRETE PAVING: MINIMUM REQUIREMENTS: THICKNESS -- 5-1/2- COMPRESSIVE --1/2"COMPRESSIVE - STRENGTH 3500 PSI REINFORCING 6X6/10:10 W.W.F. BASE COURSE - COMPACTED GRANULAR BASE A.H.T.D. SPECIFICATIONS BASE COURSE THICKNESS 4" PAVEMENT SECTON IS TO BE PLACED OVER COMPACTED SUBGRADE - 95% STANDARD PROCTOR -MOTS 1URE 2% OPTIMUM. 9. PARKING LOT STRIPING BY GENERAL CONTRACTOR. PAIN1 SHALL BE WHITE RUBBERIZED LANE MARKING PAINT. 10. THIS PLAN HAS BEEN PREPARED 'M1TH INFORMATION DEEMED RELIABLE. SHOULD CONTRACTOR NOTE FIELD CONDITIONS' NOT IN CONFORMANCE WITH THOSE SHOWN. WHICH COUL'L) INFLUENCE THE DESIGN INTENT SHOWN HERE, CONTRACTOR SHALT. IMMEDIATELY INFORM THE ENG!NEE:R AT THF ADDRESS SHOWI. 11. LOCATION CF i_XISTING UNDERGROUND UTILITIES ARE — --- - ---- - - APPRuX1MA CONTACTING THE APPROPRIATE UTILITY COMPANY TO DETERMINE 6X6110-10 W.W.F. THE' EXACT LOCATION OF ALL UTILITIES AND/ CR UNDERGROUND -- STRUCTURES. PRIOR TO THE INITIATION OF ANY P.C.C. PAIANG IN CONSTRUCTION, CONTRACTOR SHALL ASSUME FULI. PARKING STALLS k DUMPSTER PAD RESPONSIBILITY FOR DAMAGE TO ANY UTILi IFS ENCOUNTERED WI 14N THE" CONSTRUCTION. �•'.d.s•—ice 12. CONTRACTOR SHALL EXERCISE EXTREME CARE WHEN WORKING ft ADJACENT TO THE EXISTING PARKING LOT AND BUILDING. 13. INSTALL NEW WATER SERVICE FROM EXISTING METER. 14. ALL DEMOLITION TO BE REMOVED FROM SIT= AND PLACED iN All TYPICAL CONCRETE APPROVED LANDFILL. PAVEMENT SECTION 15. ALL. FILL REQUIRED TO ADJUST SITE GRADES AFTER DEMOLITION C.,ALE: NONE SHALL BE PLACED AT 95% STANDARD PROCTOR. 16. CURBS MAY BE "r'LACED WITH DRIVES. IF SO, JOINTS SHALL PENETRATE CURBS. 17. CONDITIONAL USE PERMIT & SITE PLAN APPROVAL GRANTED BY CAPITAL ZONING DISTRICT ON AUGUST 3, 1989. SYMBOL WTANtCAL NAME COMMON NAME QUANTITY SpAam am i I II Rt7C vdnRero 'naic' ' DWARF YAUPON lfL::1 Y I 00 I S' -O' 0.G I S CAL I LANGERS ROFMA M,aoo I REJ c MYRlu >> I 4.0'—W G.C. a TAU. L 4 i ate_ f o � , I i' i O, Q . Q t 0 I 0 U_ = I U' I Lai I I I I X79 9 MPZcj CVFt6 5' EASEMENT BOOK 881 PAGE 231 /POLE DUMPSTER \ Vnc PAD X 10 z+� 12" WATER — — — 12 WATER w v -- U U � J tY c CL' e a_ ca a. a BASELINE ROAD (81' -—__-------__---- 12" SANITARY SEWER ----- -------- G" GAS -- - -- -- - -- -- --- 6" GAS R10.00" MATCH EXIST. 12" NATER ----{ — CURB & GUTTER --12-WATER o LCY O1 �tl I I I I EXiS 7;NG - BUILD rdG m w p BASE w DRIVE !EGRESS 1. CONTRACTOR TO INSTALL NEW SANITARY SEWER SERVICE PER CITY OF LITTLE ROCK STANDARDS. 2. REFER TO CHIEF AUTO PARTS STANDARD INSTALLATION PLANS FOR POLE SIGN AND MONUMENT SIGN DETAILS. GENERAL CONTRACTOR SHALL PROVIDE CONDUIT AND NECESSARY CONDUCTORS FROM PANEL TO THIS LOCATION. 3. SITE LIGHTING BY GENERAL CONTRACTOR. CONTRACTOR TO PROVIDE & INSTALL COR -TEN SQUARE STEEL POLE 511-15SL. PAINT BRONZE & LUMINAIRE 121 -16G -120 -MH --400 MANUFACTURED BY QL INC., 3535 COMMERCIAL AVENUE, NORTHBROOK, ILL, 312-498-6540. INSTALL PER MANUFACTURERS RECOMMENDATIONS AT LOCATIONS SHOWN ON PLANS. 4. CEMENT CONCRETE WALK BY GENERAL CONTRACTOR SLOPE SIDEWALK AT A RATE OF 1/8 INCH PER FOOT AWAY FROM BUILDING. CONTRACTOR SHALL PROVIDE CONTROL JOINTS 10 FEET ON CENTERS. 5. GENERAL CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF ALL UTILITIES. PRIOR TO EXCAVATION, CONSTRUCTION OR CONNECTION PREPARATION. 6. ALL DRIVEWAYS SHALL CONFORM TO CITY OF LITTLE ROCK'S REQUIREMENTS. 7. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION OF EXISTING BUILDING AND ANY EXISTING FOUNDATIONS. 8. REINFORCED C014CRETE PAVING: MINIMUM REQUIREMENTS: THICKNESS -- 5-1/2- COMPRESSIVE --1/2"COMPRESSIVE - STRENGTH 3500 PSI REINFORCING 6X6/10:10 W.W.F. BASE COURSE - COMPACTED GRANULAR BASE A.H.T.D. SPECIFICATIONS BASE COURSE THICKNESS 4" PAVEMENT SECTON IS TO BE PLACED OVER COMPACTED SUBGRADE - 95% STANDARD PROCTOR -MOTS 1URE 2% OPTIMUM. 9. PARKING LOT STRIPING BY GENERAL CONTRACTOR. PAIN1 SHALL BE WHITE RUBBERIZED LANE MARKING PAINT. 10. THIS PLAN HAS BEEN PREPARED 'M1TH INFORMATION DEEMED RELIABLE. SHOULD CONTRACTOR NOTE FIELD CONDITIONS' NOT IN CONFORMANCE WITH THOSE SHOWN. WHICH COUL'L) INFLUENCE THE DESIGN INTENT SHOWN HERE, CONTRACTOR SHALT. IMMEDIATELY INFORM THE ENG!NEE:R AT THF ADDRESS SHOWI. 11. LOCATION CF i_XISTING UNDERGROUND UTILITIES ARE — --- - ---- - - APPRuX1MA CONTACTING THE APPROPRIATE UTILITY COMPANY TO DETERMINE 6X6110-10 W.W.F. THE' EXACT LOCATION OF ALL UTILITIES AND/ CR UNDERGROUND -- STRUCTURES. PRIOR TO THE INITIATION OF ANY P.C.C. PAIANG IN CONSTRUCTION, CONTRACTOR SHALL ASSUME FULI. PARKING STALLS k DUMPSTER PAD RESPONSIBILITY FOR DAMAGE TO ANY UTILi IFS ENCOUNTERED WI 14N THE" CONSTRUCTION. �•'.d.s•—ice 12. CONTRACTOR SHALL EXERCISE EXTREME CARE WHEN WORKING ft ADJACENT TO THE EXISTING PARKING LOT AND BUILDING. 13. INSTALL NEW WATER SERVICE FROM EXISTING METER. 14. ALL DEMOLITION TO BE REMOVED FROM SIT= AND PLACED iN All TYPICAL CONCRETE APPROVED LANDFILL. PAVEMENT SECTION 15. ALL. FILL REQUIRED TO ADJUST SITE GRADES AFTER DEMOLITION C.,ALE: NONE SHALL BE PLACED AT 95% STANDARD PROCTOR. 16. CURBS MAY BE "r'LACED WITH DRIVES. IF SO, JOINTS SHALL PENETRATE CURBS. 17. CONDITIONAL USE PERMIT & SITE PLAN APPROVAL GRANTED BY CAPITAL ZONING DISTRICT ON AUGUST 3, 1989. SYMBOL WTANtCAL NAME COMMON NAME QUANTITY SpAam am i I II Rt7C vdnRero 'naic' ' DWARF YAUPON lfL::1 Y I 00 I S' -O' 0.G I S CAL I LANGERS ROFMA M,aoo I REJ c MYRlu >> I 4.0'—W G.C. a TAU. L