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Home My WebLink AboutZ-5230-B Map 3NOTE: REPAIR, REPLACE OR EXTEND EXISTING DAMAGED OR MISSING CURB AND GUTTER ALONG CROSS STREET IN THE PROJECT WORK AREA. ALL WORK MUST MEET CITY CRITERIA. BLOCK 315 If 5/8" REBA FOUND ' TIE TO EXISTING' ' CURBING PROVIDE TYP• CONCRETE l APPROACH FROM CROSS STREET TO RIGHT-OF-WAY PER CITY OF LITTLE ROCK STANDARDS R3.0' 1/2" OPEN�597{'- PIPE FOUN R75.0' REMOVE EXISTING ' R60.0' - SIDEWALK IN THE AREA OF THE NEW BUS DRIVE 6" HIGH CUR TYPICBA PROTECT EXISTING POLE Southwestern Bell Contact: Mr. Ron Anderson Supervisor Engineering Dept. Address: 1111 W. Capitol Ave Room # 405 Little Rock, AR 72201 Entergy Arkansas (Electric) Contact: Ms Wendy Henderson Phone: (501) 954-5166 Address: #9 Entergy Court Little Rock, AR 72211 Reliant Energy/ARKLA (Gas) Contact: Mr. Chris Cathey Phone: 1-501-377-4661 Address: 1515 East 15th St. Little Rock, AR 72202 15.0' 1 STORY BRICK BUILDING APPROXIMATE LOCATION OF EXISTING SIWWALK 345.98 TIE TO EXISTING WALK R80.0' CONSTRUCT ± 163LF OF 6' NIDE WALK WITH 5' WIDE OVERHEAD CANOPY, OFFSET 1' FROM BUS DRIVE ASPHALT PAVING 73.5' CONSTRUCT OVERHEAD CANOPY OVER RAMP FIR aEnNou-,, 4®EARFORD ASPHALT PAVING �y SSMH TOP RIM 346.60 LL 6'• VCP 342, ' FF / 347.30 SSMH 4" OAK TOP RIM 346.36 FL 6'• VCP 343.1, TIE TO O EXISTING R60.0' --n- - CCUPRBING R6.0'TY .Y O Q MANHOLE TIE TO UTILITY POLE EXISTING LIGHT POLE CURBING BLOCK a� 316-� a PROVIDE CONCRETE APPROACH a� tia FROM CROSS - STREET TO' R25.0' RIGHT-OF-WAY N PER CITY OF rn LITTLE ROCK O STANDARDS CURB & GUTTER INSTALL 5' WIDE If CROSSWALK TO TO MATCH THE FENCE LOCATION OF _ THE EXISTING SIDEWALK ON CROSS STREET - PROVIDE RAMP AND CONSTRUCT TRANSITION AREA AS NECESSARY Southwestern Bell Contact: Mr. Ron Anderson Supervisor Engineering Dept. Address: 1111 W. Capitol Ave Room # 405 Little Rock, AR 72201 Entergy Arkansas (Electric) Contact: Ms Wendy Henderson Phone: (501) 954-5166 Address: #9 Entergy Court Little Rock, AR 72211 Reliant Energy/ARKLA (Gas) Contact: Mr. Chris Cathey Phone: 1-501-377-4661 Address: 1515 East 15th St. Little Rock, AR 72202 15.0' 1 STORY BRICK BUILDING APPROXIMATE LOCATION OF EXISTING SIWWALK 345.98 TIE TO EXISTING WALK R80.0' CONSTRUCT ± 163LF OF 6' NIDE WALK WITH 5' WIDE OVERHEAD CANOPY, OFFSET 1' FROM BUS DRIVE ASPHALT PAVING 73.5' CONSTRUCT OVERHEAD CANOPY OVER RAMP FIR aEnNou-,, 4®EARFORD ASPHALT PAVING �y SSMH TOP RIM 346.60 LL 6'• VCP 342, ' FF / 347.30 SSMH 4" OAK TOP RIM 346.36 FL 6'• VCP 343.1, SSMH TOP RIN. 345-57 FILLED IN av 0M Y. INSTALL OVERHEAD CANOPY PER MANUFACTURER'S RECOMMENDATIONS AND AS DIRECTED BY ENGINEER IN FIELD THE TOP OF THE CANOPY SHOULD BE ALIGNED WITH THE TOPS OF THE BUILDING WINDOWS FF 350.00 1 STORY BRICK BUILDING ASPHALT INSTALL 198 LF OF 4' PAVING HIGH CHAIN LINK FENCE AS NECESSARY TO BASKETBALL • - ENCLOSE PLAY AREA GOAL HEAVY DULY � /'LANDSC, ASPHALT MET^1 TIMBERS PAVEMENT CARPpR7 N 80042'2%"-_► BASKETBALL / TRANSITION CU coAcoAL i' FROM 6" TO 0" IN 6 299.95' -'FOR ADA RAMP WEST 1 7th STiQEET n ASPHALT � R5.0' OSED� PAMNG PROTECT EXISTING FENCE 8.0' PROTECT EXISTING FENCE PLAYGROUND 8' LANDSCAPE AREA REGULAR DUTY ' EDGE OF PAVEMENT TYPICAL ASPHALT PAVEMENT � R15.0' 1/2" REBAR ' W/CAP SET 0 0 IR25.0' o000 EDGE OF RELOCATE EXISTING PAVEMENT LIGHT POLE AS TYPICAL DIRECTED IN FIELD BY TERMINATE CURB ENGINEER AT THIS 25.0' I 1 LI qLOC �J9 -10.0' m0 X 20, PA2RKING SPACES R3.0' ' o 0 LOCATION PROVIDE 5' WADE GATE AT THIS LOCATION (FENCESOPEN NITE IG) NG Central Arkansas Water Contact: Ms. Marie Dugan Phone: (501) 377-1222 Fax: (501) 377-1287 Address: 1500 W. Maryland North Little Rock, AR 72120 Comcast Cablevision of Arkansas Contact: Mr. Myron Welch Phone: (501) 376-5700 Little Rock Municipal Waterworks - Wastewater Dept. Contact: Mr. Rick Simmons, Engineering Dept. Phone: (501) 688-1420 Address: 221 E. Capitol Ave. Little Rock, AR 72202 / WHEELSTOP 20.0' TYP. INSTALL ±463 LF OF 4' HIGH CHAIN LINK FENCE AS SHOWN 0 0 0 SOCCER o 0 EQUIPMENT TO R15.0' BE RELOCATED BY OTHERS 5/8" REBAR FOUND FIRE HYDRANT O WATER METER J Q WATER VALVE .Y O Q MANHOLE 3 � UTILITY POLE 0 LIGHT POLE O GAS METER a� w O a EXISTING UTILITY LINE Qz 1 a� tia BLOCK 272 - 1 N SSMH TOP RIN. 345-57 FILLED IN av 0M Y. INSTALL OVERHEAD CANOPY PER MANUFACTURER'S RECOMMENDATIONS AND AS DIRECTED BY ENGINEER IN FIELD THE TOP OF THE CANOPY SHOULD BE ALIGNED WITH THE TOPS OF THE BUILDING WINDOWS FF 350.00 1 STORY BRICK BUILDING ASPHALT INSTALL 198 LF OF 4' PAVING HIGH CHAIN LINK FENCE AS NECESSARY TO BASKETBALL • - ENCLOSE PLAY AREA GOAL HEAVY DULY � /'LANDSC, ASPHALT MET^1 TIMBERS PAVEMENT CARPpR7 N 80042'2%"-_► BASKETBALL / TRANSITION CU coAcoAL i' FROM 6" TO 0" IN 6 299.95' -'FOR ADA RAMP WEST 1 7th STiQEET n ASPHALT � R5.0' OSED� PAMNG PROTECT EXISTING FENCE 8.0' PROTECT EXISTING FENCE PLAYGROUND 8' LANDSCAPE AREA REGULAR DUTY ' EDGE OF PAVEMENT TYPICAL ASPHALT PAVEMENT � R15.0' 1/2" REBAR ' W/CAP SET 0 0 IR25.0' o000 EDGE OF RELOCATE EXISTING PAVEMENT LIGHT POLE AS TYPICAL DIRECTED IN FIELD BY TERMINATE CURB ENGINEER AT THIS 25.0' I 1 LI qLOC �J9 -10.0' m0 X 20, PA2RKING SPACES R3.0' ' o 0 LOCATION PROVIDE 5' WADE GATE AT THIS LOCATION (FENCESOPEN NITE IG) NG Central Arkansas Water Contact: Ms. Marie Dugan Phone: (501) 377-1222 Fax: (501) 377-1287 Address: 1500 W. Maryland North Little Rock, AR 72120 Comcast Cablevision of Arkansas Contact: Mr. Myron Welch Phone: (501) 376-5700 Little Rock Municipal Waterworks - Wastewater Dept. Contact: Mr. Rick Simmons, Engineering Dept. Phone: (501) 688-1420 Address: 221 E. Capitol Ave. Little Rock, AR 72202 / WHEELSTOP 20.0' TYP. INSTALL ±463 LF OF 4' HIGH CHAIN LINK FENCE AS SHOWN 0 0 0 SOCCER o 0 EQUIPMENT TO R15.0' BE RELOCATED BY OTHERS 5/8" REBAR FOUND 25.0' REGULAR ASPHALT DUTY I _ PAVEMENT 65. ' BLOCK 273 2" ASPHALTIC SURFACE COURSE 6" CRUSHED STONE(SB-2) BASE COURSE ® 100% MODIFIED PROCTOR DENSITY 8" COMPACTED SUBGRADE AT 100% MODIFIED PROCTOR DENSITY SI TE REGULAR DUTY ASPHALT PAVEMENT SECTION 3" ASPHALTIC SURFACE COURSE 8" CRUSHED STONE(SB-2) BASE COURSE ® 100% MODIFIED PROCTOR DENSITY �►� 8" COMPACTED SUBGRADE AT 100% MODIFIED PROCTOR DENSITY NOTES: 1. ALL PAVEMENT MARKINGS SHALL BE WHITE IN COLOR EXCEPT WHERE OTHERWISE NOTED. 2. THE ENGINEER SHALL APPROVE ALL PAVEMENT MARKING MATERIALS. 3. ALL STREETS, DRIVES, WALKS, DRAINAGE STRUCTURES, FENCES, UTILITIES, ETC.. THAT ARE DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO THEIR ORIGINAL OR BETTER CONDITION USING LIKE MATERIALS. COST OF SUCH REPAIRS SHALL BE BORNE BY THE CONTRACTOR UNLESS PROVISION FOR PAYMENT IS MADE IN THE PROPOSAL. 4. ALL PARKING STALL MARKINGS ARE TO BE 4" SOLID WHITE. 5. ALL SIGN POSTS TO BE STANDARD CHANNEL STEEL 2# PER L.F.. 6. ALL MARKINGS AND SIGNS SHALL COMPLY WITH THE SPECIFICATIONS AND TO REQUIREMENTS SET OUT IN THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 7. ACCURACY OF EXISTING CONTOURS IS NOT GUARANTEED. CONTRACTOR RESPONSIBLE FOR VERIFICATION OF EXISTING GRADES. 8. CONTRACTOR TO FIELD VERIFY DEPTHS AND SIZES OF EXISTING UTILITIES TO BE CROSSED PRIOR TO LAYING NEW LINES, OR EXCAVATING. CONTRACTOR SHALL NOT SUBMIT CLAIM FOR EXTRA WORK PERFORMED FOR LAYING NEW LINES THAT CONFLICT WITH EXISTING UTILITIES WHICH WERE NOT VERIFIED PRIOR TO NEW WORK. CONTRACTOR SHALL NOTIFY ENGINEER OF ANY POTENTIAL CONFLICTS. 9. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 10. REFERENCE THE DETAIL ON THIS SHEET FOR THE PAVEMENT SECTION. 11. CONTRACTOR IS TO MAINTAIN TRAFFIC ON EXISTING DRIVE DURING NORMAL FACILITY WORKING HOURS. 12. ALL WORK IS TO BE DONE IN ACCORDANCE WITH CITY OF LITTLE ROCK SPECIFICATIONS AND STANDARD DETAILS. 13. RELOCATE EXISTING SIGNS WITHIN CONSTRUCTION AREA AND REPLACE THEM WHEN CONSTRUCTION IS COMPLETE ACCORDING TO UTILITY COMPANY LOCATIONS/RECOMMENDATIONS. 14. OVERHEAD CANOPIES PROPOSED ARE TO BE CONSTRUCTED MANUFACTURER'S RECOMMENDATIONS AND PROJECT SPECIFICATIONS. HEAVY DUTY ASPHALT PAVEMENT SECTION EXISTING LEGEND: t N FIRE HYDRANT O WATER METER 0 WATER VALVE .Y O Q MANHOLE 3 � UTILITY POLE 0 LIGHT POLE O GAS METER v Z w O a EXISTING UTILITY LINE v ' 1 BLOCK 272 UGT = BURIED TELEPHONE N OHE = OVERHEAD ELECTRIC N 0 rn z O PROPERTY LINE / R.O.W. CURB & GUTTER If CONNECT TO EXISTING FENCE AT Tulc _ 25.0' REGULAR ASPHALT DUTY I _ PAVEMENT 65. ' BLOCK 273 2" ASPHALTIC SURFACE COURSE 6" CRUSHED STONE(SB-2) BASE COURSE ® 100% MODIFIED PROCTOR DENSITY 8" COMPACTED SUBGRADE AT 100% MODIFIED PROCTOR DENSITY SI TE REGULAR DUTY ASPHALT PAVEMENT SECTION 3" ASPHALTIC SURFACE COURSE 8" CRUSHED STONE(SB-2) BASE COURSE ® 100% MODIFIED PROCTOR DENSITY �►� 8" COMPACTED SUBGRADE AT 100% MODIFIED PROCTOR DENSITY NOTES: 1. ALL PAVEMENT MARKINGS SHALL BE WHITE IN COLOR EXCEPT WHERE OTHERWISE NOTED. 2. THE ENGINEER SHALL APPROVE ALL PAVEMENT MARKING MATERIALS. 3. ALL STREETS, DRIVES, WALKS, DRAINAGE STRUCTURES, FENCES, UTILITIES, ETC.. THAT ARE DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO THEIR ORIGINAL OR BETTER CONDITION USING LIKE MATERIALS. COST OF SUCH REPAIRS SHALL BE BORNE BY THE CONTRACTOR UNLESS PROVISION FOR PAYMENT IS MADE IN THE PROPOSAL. 4. ALL PARKING STALL MARKINGS ARE TO BE 4" SOLID WHITE. 5. ALL SIGN POSTS TO BE STANDARD CHANNEL STEEL 2# PER L.F.. 6. ALL MARKINGS AND SIGNS SHALL COMPLY WITH THE SPECIFICATIONS AND TO REQUIREMENTS SET OUT IN THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 7. ACCURACY OF EXISTING CONTOURS IS NOT GUARANTEED. CONTRACTOR RESPONSIBLE FOR VERIFICATION OF EXISTING GRADES. 8. CONTRACTOR TO FIELD VERIFY DEPTHS AND SIZES OF EXISTING UTILITIES TO BE CROSSED PRIOR TO LAYING NEW LINES, OR EXCAVATING. CONTRACTOR SHALL NOT SUBMIT CLAIM FOR EXTRA WORK PERFORMED FOR LAYING NEW LINES THAT CONFLICT WITH EXISTING UTILITIES WHICH WERE NOT VERIFIED PRIOR TO NEW WORK. CONTRACTOR SHALL NOTIFY ENGINEER OF ANY POTENTIAL CONFLICTS. 9. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 10. REFERENCE THE DETAIL ON THIS SHEET FOR THE PAVEMENT SECTION. 11. CONTRACTOR IS TO MAINTAIN TRAFFIC ON EXISTING DRIVE DURING NORMAL FACILITY WORKING HOURS. 12. ALL WORK IS TO BE DONE IN ACCORDANCE WITH CITY OF LITTLE ROCK SPECIFICATIONS AND STANDARD DETAILS. 13. RELOCATE EXISTING SIGNS WITHIN CONSTRUCTION AREA AND REPLACE THEM WHEN CONSTRUCTION IS COMPLETE ACCORDING TO UTILITY COMPANY LOCATIONS/RECOMMENDATIONS. 14. OVERHEAD CANOPIES PROPOSED ARE TO BE CONSTRUCTED MANUFACTURER'S RECOMMENDATIONS AND PROJECT SPECIFICATIONS. HEAVY DUTY ASPHALT PAVEMENT SECTION EXISTING LEGEND: t N GRAPHIC SCALE 30 20 10 0 30 ( IN FEET ) 1 inch = 30 1t. NTS LITTLE ROCK SCHOOL DISTRICT SS A�LOF�� "��ATE ARKANSAS GIBBS MAGNET ELEMENTARY SCHOOL °y5°tea S Fy * * * 1115 W. 16th Street / Little Rock, AR 72202 P. G°:�� REGISTERED �.: m = PROFESSIONAL DhIGNED BY: E1' SCALE: 1" = 30' W: SEAL :M= DRAWN BY: mb ACCESS LOOP y.. 1983 ti ENGINEER SHEET NO. CHECKED BY: EJP AND PARKING Z v� R y q/(qNS. ,?� ERNEsi J. PETERS IMPROVEMENTS PLAN No. 2 DATE 6-14-06 PROJ. NO: 736-30 r� PETERS & ASSOCIATES I ENGINEERS, INC. !� av% t TRUM nsa o�1u P.O. Hoz 81M (1501) 725-0500 J 1,rrrta Hoes. eltseHses rrrzt FIRE HYDRANT 13 WATER METER 9 WATER VALVE O MANHOLE 'Cr UTILITY POLE 0 LIGHT POLE O GAS METER - CHAIN LINK FENCE -3--w- EXISTING UTILITY LINE W = WATER G = GAS UGE = BURIED ELECTRIC UGT = BURIED TELEPHONE OHE = OVERHEAD ELECTRIC SS = SANT. SEWER PROPOSED LEGEND PROPERTY LINE / R.O.W. CURB & GUTTER EDGE OF PAVEMENT o WHEELSTOP OVERHEAD CANOPY GRAPHIC SCALE 30 20 10 0 30 ( IN FEET ) 1 inch = 30 1t. NTS LITTLE ROCK SCHOOL DISTRICT SS A�LOF�� "��ATE ARKANSAS GIBBS MAGNET ELEMENTARY SCHOOL °y5°tea S Fy * * * 1115 W. 16th Street / Little Rock, AR 72202 P. G°:�� REGISTERED �.: m = PROFESSIONAL DhIGNED BY: E1' SCALE: 1" = 30' W: SEAL :M= DRAWN BY: mb ACCESS LOOP y.. 1983 ti ENGINEER SHEET NO. CHECKED BY: EJP AND PARKING Z v� R y q/(qNS. ,?� ERNEsi J. PETERS IMPROVEMENTS PLAN No. 2 DATE 6-14-06 PROJ. NO: 736-30 r� PETERS & ASSOCIATES I ENGINEERS, INC. !� av% t TRUM nsa o�1u P.O. Hoz 81M (1501) 725-0500 J 1,rrrta Hoes. eltseHses rrrzt