The URL can be used to link to this page

Home My WebLink AboutZ-5230-B Map 4■ NOTE: 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. I If BLOCK 315 5/8" REBA FOUND 'TIE TO EXISTING` ' CURBING PROVIDE TYP• CONCRETE APPROACH FROM CROSS STREET TO RIGHT-OF-WAY PER CITY OF LITTLE ROCK STANDARDS R3.0' 1/2" OPEN 59.77,_ PIPE FOUN R75.0' REMOVE EXISTING ' R60.0' - SIDEWALK IN THE AREA OF THE NEW BUS DRIVE 6" HIGH CURB TYPICA PROTECT EXISTING POLE TIE TO EXISTING R60.0' CT�UPRBING R6.0' TIE TO EXISTING CURBING BLOCK 316 TYP.� PROVIDE CONCRETE APPROACH FROM CROSS STREET TO R25.0' RIGHT-OF-WAY PER CITY OF IJTTLE ROCK STANDARDS INSTALL 5' WIDE CROSSWALK TO MATCH THE LOCATION OF THE EXISTING SIDEWALK ON CROSS STREET - PROVIDE RAMP AND CONSTRUCT TRANSITION AREA AS NECESSARY 5. 4. - 54- 5� 25.0' ' L ,STN, _,cNr P LE o o o 0 0 1 / 41OCFk � 10.0' 0 R25.0' 0 000 `\ 20' P2ARKING9 ' SPACES R3.0' 0 0 EDGE OF PAVEMENT RELOCATE EXISTING 0 0 0 0 0 0 LIGHT POLE AS o TYPICAL DIRECTED IN FIELD BY o 0 TERMINATE CURB ENGINEER WHEELSTOP 20.0'AT S TYP. SOCCER o 0 LOCATIION EQUIPMENT TO R15.0, PROVIDE 5 WIDE GATE BE RELOCATED AT THIS LOCATION BY OTHERS (OPPOSITE EXISTING 4' INSTALL ±463 LF FENCE OPENING) GH CHAIN LINK FENCE AS SHOWN `-CONSTRUCT OVERHEAD 2• 0M CANOPY OVER RAMP 3 I3, 8. SSMH n^. TOP RV 345.51 ASPHALT FILLED IN PAVING ASPHALT INSTALL ±98 LF OF 4' PAVING HIGH CHAIN LINK FENCE AS NECESSARY TO BASKETBALL • ENCLOSE PLAY AREA GOAL TO'I DUTY LANDSCi T p/ - ,/y 1MBERS ME T CARPORT N 80'4227- � BASKETBALL ANSITION CU coA' OM 6" TO 0" IN 6 29g•95' R ADA RAMP 171h STREET - CLOSED APawNG / 1/2" REBAR R5.0' PROTECT EXISTING Z % W/CAP SET -4- NCE 8.0 % PROTECT EXISTING FENCE -� 8' LANDSCAPE AREA PLAYGROUND - REGULAR DUTY / EDGE OF PAVEMENT TYPICAL ASPHALT 1} PAVEMENT ^�� .� � R15.0' � UTILITY CONTACTS 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 25.0' 5/8" REBAR FOUND If w 0 J 'U I _ If BLOCK 272 f- If o 0 Z If TO FENCE _ REGULAR ASPHALT DUTY 11 PAVEMENT 65. If BLOCK 273 2" ASPHALTIC SURFACE COURSE 6" CRUSHED STONE(SB-2) BASE COURSE 0 100% MODIFIED PROCTOR DENSITY 8" COMPACTED SUBGRADE AT 100% MODIFIED PROCTOR DENSITY SITE REGULAR DUTY ASPHALT PAVEMENT SECTION 3" ASPHALTIC SURFACE COURSE 8" CRUSHED STONE(SB-2) BASE COURSE 0 100% MODIFIED PROCTOR DENSITY 8" COMPACTED SUBGRADE AT 100% MODIFIED PROCTOR DENSITY NOTES: v 1. ALL PAVEMENT MARKINGS SHALL BE WHITE IN COLOR EXCEPT WHERE OTHERWISE NOTED. Central Arkansas Water 2. --:SlFlfyyAlk.', "_- ISSMH 3. ALL STREETS, DRIVES, WALKS, DRAINAGE STRUCTURES, FENCES, UTILITIES, ETC.. THAT ARE DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO THEIR ORIGINAL OR 2s.81'�_ BETTER CONDITION USING LIKE MATERIALS. COST OF SUCH REPAIRS SHALL BE BORNE BY THE CONTRACTOR UNLESS PROVISION FOR PAYMENT IS MADE IN THE PROPOSAL. =ox: (501) 377-1287 � ALL PARKING STALL MARKINGS ARE TO BE 4" SOLID WHITE. Address: 1500 W. Maryland 5. 'OF RIM 345.60 FL 6' ',Cr 342/5 North Little }lock, AR 72120 6. 32.3' 14" M 7. ACCURACY OF EXISTING CONTOURS IS NOT GUARANTEED. CONTRACTOR RESPONSIBLE FOR VERIFICATION OF EXISTING GRADES. UGT = BURIED TELEPHONE 8. COLUMNS 'p 68.8p CLAIM FOR EXTRA WORK PERFORMED FOR LAYING NEW LINES THAT CONFLICT WITH EXISTING UTILITIES WHICH WERE NOT VERIFIED PRIOR TO NEW WORK. CONTRACTOR SHALL Contact: Mr. Myron Welch I g3 52.67' ro 9. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. DATE: 6-14-06 � REFERENCE THE DETAIL ON THIS SHEET FOR THE PAVEMENT SECTION. WHEELSTOP 11. CONTRACTOR IS TO MAINTAIN TRAFFIC ON EXISTING DRIVE DURING NORMAL FACILITY WORKING HOURS. Little Rock Municipal Waterworks - Wastewater Dept. 12, ALL WORK IS TO BE DONE IN ACCORDANCE WITH CITY OF LITTLE ROCK SPECIFICATIONS AND STANDARD DETAILS. Contact: Mr. Rick Simmons, Engineering Dept. 13. RELOCATE EXISTING SIGNS WITHIN CONSTRUCTION AREA AND REPLACE THEM WHEN CONSTRUCTION IS COMPLETE ACCORDING TO UTILITY COMPANY Phone: (501) 688-1420 1 FF Address: 221 E. Capitol Ave. 14. OVERHEAD CANOPIES PROPOSED ARE TO BE CONSTRUCTED MANUFACTURER'S RECOMMENDATIONS AND PROJECT SPECIFICATIONS. Little Rock, AR 72202 347.30 53.0' v M 1 STORY BRICK BUILDING INSTALL OVERHEAD CANOPY o ° - =LE N=°0-, _"_ - MANUFACTURER'S w _ 2r '' RECOMMENDATIONS - o0 ® ° FORD AND AS ZINECTED BY PEAR ® ENGINEER FIELD - ' ASPHALT sSIMr 727 THE TOP OF THE CANOPY SHOULD BE PAVING OP RIM 46o5K EL 6" vCP 343.1, ® ALIGNED WITH THE a TOPS OF TME BUILDING WINDOWS _ PROTECT " a EXISTING " mo POLE Jo LOCATION OTF a� a EXISTING SIWWALK a� 345.98 0 ' TIE TO EXISTING FF WALK 4 350.00 R80.0' CLEAWdT CONSTRUCT f 163LF OF 6' WIDE WALK WITH 5' WIDE OVERHEAD CANOPY, OFFSET o 09 g �� mo 1' FROM BUS DRIVE ' /N a ¢as 1 STORY BRICK BUILDING _ `-CONSTRUCT OVERHEAD 2• 0M CANOPY OVER RAMP 3 I3, 8. SSMH n^. TOP RV 345.51 ASPHALT FILLED IN PAVING ASPHALT INSTALL ±98 LF OF 4' PAVING HIGH CHAIN LINK FENCE AS NECESSARY TO BASKETBALL • ENCLOSE PLAY AREA GOAL TO'I DUTY LANDSCi T p/ - ,/y 1MBERS ME T CARPORT N 80'4227- � BASKETBALL ANSITION CU coA' OM 6" TO 0" IN 6 29g•95' R ADA RAMP 171h STREET - CLOSED APawNG / 1/2" REBAR R5.0' PROTECT EXISTING Z % W/CAP SET -4- NCE 8.0 % PROTECT EXISTING FENCE -� 8' LANDSCAPE AREA PLAYGROUND - REGULAR DUTY / EDGE OF PAVEMENT TYPICAL ASPHALT 1} PAVEMENT ^�� .� � R15.0' � UTILITY CONTACTS 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 25.0' 5/8" REBAR FOUND If w 0 J 'U I _ If BLOCK 272 f- If o 0 Z If TO FENCE _ REGULAR ASPHALT DUTY 11 PAVEMENT 65. If BLOCK 273 2" ASPHALTIC SURFACE COURSE 6" CRUSHED STONE(SB-2) BASE COURSE 0 100% MODIFIED PROCTOR DENSITY 8" COMPACTED SUBGRADE AT 100% MODIFIED PROCTOR DENSITY SITE REGULAR DUTY ASPHALT PAVEMENT SECTION 3" ASPHALTIC SURFACE COURSE 8" CRUSHED STONE(SB-2) BASE COURSE 0 100% MODIFIED PROCTOR DENSITY 8" COMPACTED SUBGRADE AT 100% MODIFIED PROCTOR DENSITY HEAVY DUTY ASPHALT PAVEMENT SECTION 1 a M EXISTING LEGEND: NOTES: v 1. ALL PAVEMENT MARKINGS SHALL BE WHITE IN COLOR EXCEPT WHERE OTHERWISE NOTED. Central Arkansas Water 2. THE ENGINEER SHALL APPROVE ALL PAVEMENT MARKING MATERIALS. ;ontact: Ms. Marie Dugan 3. ALL STREETS, DRIVES, WALKS, DRAINAGE STRUCTURES, FENCES, UTILITIES, ETC.. THAT ARE DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO THEIR ORIGINAL OR Shone: (501) 377-1222 BETTER CONDITION USING LIKE MATERIALS. COST OF SUCH REPAIRS SHALL BE BORNE BY THE CONTRACTOR UNLESS PROVISION FOR PAYMENT IS MADE IN THE PROPOSAL. =ox: (501) 377-1287 4. ALL PARKING STALL MARKINGS ARE TO BE 4" SOLID WHITE. Address: 1500 W. Maryland 5. ALL SIGN POSTS TO BE STANDARD CHANNEL STEEL 2# PER L.F.. North Little }lock, AR 72120 6. ALL MARKINGS AND SIGNS SHALL COMPLY WITH THE SPECIFICATIONS AND TO REQUIREMENTS SET OUT IN THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. SEAL mAL 7. ACCURACY OF EXISTING CONTOURS IS NOT GUARANTEED. CONTRACTOR RESPONSIBLE FOR VERIFICATION OF EXISTING GRADES. UGT = BURIED TELEPHONE 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 Comcast Cablevision of Arkansas CLAIM FOR EXTRA WORK PERFORMED FOR LAYING NEW LINES THAT CONFLICT WITH EXISTING UTILITIES WHICH WERE NOT VERIFIED PRIOR TO NEW WORK. CONTRACTOR SHALL Contact: Mr. Myron Welch NOTIFY ENGINEER OF ANY POTENTIAL CONFLICTS. Phone: (501) 376-5700 9. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. DATE: 6-14-06 10. REFERENCE THE DETAIL ON THIS SHEET FOR THE PAVEMENT SECTION. WHEELSTOP 11. CONTRACTOR IS TO MAINTAIN TRAFFIC ON EXISTING DRIVE DURING NORMAL FACILITY WORKING HOURS. Little Rock Municipal Waterworks - Wastewater Dept. 12, ALL WORK IS TO BE DONE IN ACCORDANCE WITH CITY OF LITTLE ROCK SPECIFICATIONS AND STANDARD DETAILS. Contact: Mr. Rick Simmons, Engineering Dept. 13. RELOCATE EXISTING SIGNS WITHIN CONSTRUCTION AREA AND REPLACE THEM WHEN CONSTRUCTION IS COMPLETE ACCORDING TO UTILITY COMPANY Phone: (501) 688-1420 LOCATIONS/RECOMMENDATIONS. Address: 221 E. Capitol Ave. 14. OVERHEAD CANOPIES PROPOSED ARE TO BE CONSTRUCTED MANUFACTURER'S RECOMMENDATIONS AND PROJECT SPECIFICATIONS. Little Rock, AR 72202 HEAVY DUTY ASPHALT PAVEMENT SECTION 1 a M EXISTING LEGEND: GRAPHIC SCALE 30 20 10 0 3n ( IN n -Er ) 1 inch = 30 ft. m NTS FIRE HYDRANT v WATER METER 9 WATER VALVE O MANHOLE 'Cr UTILITY POLE 0 LIGHT POLE p GAS METER -- CHAIN LINK FENCE -3-iv- EXISTING UTILITY LINE W = WATER G = GAS SEAL mAL UGE = BURIED ELECTRIC :m UGT = BURIED TELEPHONE SHEET NO. OHE = OVERHEAD ELECTRIC pp SS = SANT. SEWER PROPOSED LEGEND CHECKED BY: EJP PROPERTY LINE / R.O.W. No. _46A2 CURB & GUTTER DATE: 6-14-06 EDGE OF PAVEMENT WHEELSTOP OVERHEAD CANOPY GRAPHIC SCALE 30 20 10 0 3n ( IN n -Er ) 1 inch = 30 ft. m NTS PETERS & ASSOCIATES ENGINEERS, INC. cion. a rn"= nrGm®+a P.O. Doz 21638 (501) 225-05M "�ykd Ite V '14 RECEIVED Si71lAvk JUN 15 2006 6-1b'6 BY: U�-&AAV LITTLE ROCK SCHOOL DISTRICT S z GIBBS MAGNET ELEMENTARY SCHOOL °��55°o�Es Fy =1115 W. 16th Street / Little Rock, AR 72202 P`a°r :°�' D CFE DESIGNED BY. EJP SCALE- 1 = 30' SEAL mAL DRAwN BY: mb :m ACCESS LOOP1983 SHEET NO. g pp AND PARKING Z CHECKED BY: EJP %, a ..kANs....1, "_" _,.�` No. _46A2 IMPROVEMENTS PLAN DATE: 6-14-06 PROD. NO: 736-30 PETERS & ASSOCIATES ENGINEERS, INC. cion. a rn"= nrGm®+a P.O. Doz 21638 (501) 225-05M "�ykd Ite V '14 RECEIVED Si71lAvk JUN 15 2006 6-1b'6 BY: U�-&AAV