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Home My WebLink AboutZ-5230-B Map 2NOTE: 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 5/8" REBA FOUND 11 C UJ 'TIE TO EXISTING I CURBING PROVIDE I Tr. CONCRETE ' APPROACH WATER VALVE FROM CROSS l-- STREET TO CANOPY PER RIGHT-OF-WAY EMR Q'c_EANCUT PER CITY OF GAS METER LITTLE ROCK 72'7'---- STANDARDS O R3.0' 1/2" OPE59.71'- IL ' BLOCK PIPE FOU 272 AND AS DIRECTED BY R75.0' ' R60.0' - REMOVE EXISTING ENGINEER IN FIELD - SIDEWALK IN THE AREA OF THE NEW BUS DRIVE 6" CL �► ,� TY PROTECT EXISTING POLE TIE TO _ EXISTING R60.0' CURBING R6.0' TYP.-� TIE TO EXISTING CURBING BLOCK 316 TYP �- - PROVIDE CONCRETE APPROACH FROM CROSS STREET TO ' R25.0' RIGHT-OF-WAY PER CITY OF LITTLE 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 l w 1 STORY BRICK BUILDING PROTECT EXISTING j0.r0' PPROXIMATE OCATION OF XISTING SIKWALK 345.98 TIE TO EXISTING WALK TRUCT ± 163LF OF 6' WALK WITH 5' WIDE HEAD CANOPY, OFFSET OM BUS DRIVE 73.5' 52,gj• E'aD. - . - . �YJ �► _S16Emug 'SSMH .OP R{M 346\\15 FL E' VCF 3 COLUMNS �O FF ' 347.30 )15.0 �--CONSTRUCT OVERHEAD -`IW2•ow CANOPY OVER RAMP 73-g, ssMH TOP RIN 345.57---�7(--- ASPHALT R,_LED INf2»PAVINGASPHALTW/CA HIGHINSTALL ±98 LF HAIN LIK OFENCEPAwNc AS NECESSARY TO BASKETBALL ENCLOSE PLAY AREA GOALIHEAVY DUTY LANDSCAPEJASPHALT METgL N -�T MBERS PAVEMENT CARPORT 8�"42'2-� PLAYGROUND ' BASKETBALL TRANSITION CU GOAL FROM 6" TO 0" IN 6 299.95' / FOR ADA RAMP 'WEST/ 17th STREET _ASPHALTJ/ CLOSED PAVING 1/2" REBAR R5.0' W/CAP SET PROTECT EXISTING i x ` FENCE 8.0' / PROTECT EXISTING FENCE - 8, LANDSCAPE AREA PLAYGROUND REGULAR DUTY EDGE OF PAVEMENT TYPICAL ASPHALT PAVEMENT R15.0' • - I I 174,3. I INSTALL OVERHEAD WATER VALVE • .Y O J O l-- 3 � CANOPY PER m EMR Q'c_EANCUT _ GAS METER MANUFACTURER'S 72'7'---- -3'-- w- O RECOMMENDATIONS - IL ' BLOCK 272 AND AS DIRECTED BY UGT = BURIED TELEPHONE 4""BRADFORD PEAR ti co m ENGINEER IN FIELD - PROPOSED LEGEND ASPHALT sS4" OAK M1iH 12.7• THE TOP OF THE PAVING TOP RIM 346.36® CONNECT CANOPY SHOULD BE EXISTING �Y FL S' vCP 341.;6 _ ALIGNED WITH THE X TOPS OF THE BUILDING N WINDOWS Q O �O moo mo a� j U a z FF 0 350.00 SEVER M J O -J U y as Q � a` 1 STORY BRICK BUILDING )15.0 �--CONSTRUCT OVERHEAD -`IW2•ow CANOPY OVER RAMP 73-g, ssMH TOP RIN 345.57---�7(--- ASPHALT R,_LED INf2»PAVINGASPHALTW/CA HIGHINSTALL ±98 LF HAIN LIK OFENCEPAwNc AS NECESSARY TO BASKETBALL ENCLOSE PLAY AREA GOALIHEAVY DUTY LANDSCAPEJASPHALT METgL N -�T MBERS PAVEMENT CARPORT 8�"42'2-� PLAYGROUND ' BASKETBALL TRANSITION CU GOAL FROM 6" TO 0" IN 6 299.95' / FOR ADA RAMP 'WEST/ 17th STREET _ASPHALTJ/ CLOSED PAVING 1/2" REBAR R5.0' W/CAP SET PROTECT EXISTING i x ` FENCE 8.0' / PROTECT EXISTING FENCE - 8, LANDSCAPE AREA PLAYGROUND REGULAR DUTY EDGE OF PAVEMENT TYPICAL ASPHALT PAVEMENT R15.0' • - I I O I 0 WATER VALVE • .Y O J O MANHOLE 3 � UTILITY POLE i LIGHT POLE p GAS METER 2 W -3'-- w- O J 'U IL ' BLOCK 272 UGT = BURIED TELEPHONE ti co C' o PROPOSED LEGEND O p CURB & GUTTER EDGE OF PAVEMENT I CONNECT TO EXISTING FENCE AT TUIC _ 25.0' 25.0' E, STING LIGH' P LE 0 B'LOCfr, 2 � 10.0' R25.0' o o �O, X 20' PARKING�9 I ' R3.0' ASPHALT DUTY - 0 o SPEDGE OF ACES PAVEMENT PAVEMENT RELOCATE EXISTING o 0 0 o 0 0 65. TYPICAL LIGHT POLE AS ' DIRECTED IN FIELD BY o ® o TERMINATE CURB ENGINEER o WHEELSTOP 20.0' BLOCK 273 AT THIS TYp, SOCCER LOCATION PROVIDE 5' WIDE GATE EQUIPMENT TO R15.0' AT THIS LOCATION BE RELOCATED (OPPOSITE EXISTING INSTALL ±463 LF BY OTHERS FENCE OPENING) OF 4' HIGH CHAIN LINK FENCE AS SHOWN 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 Central Arkansas Water Contact- Ms. Marie Dugan Phone: (501) 377-1222 Fax: (501) 377-1287 Address: 1500 W. Mar and 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, Engineerhg Dept. Phone: (501) 688-1420 Address: 221 E. Capitol Ave. Little Rock, AR 72202 2" ASPHALTIC SURFACE COURSE 6" CRUSHED STONE(SB-2) BASE COURSE @ 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 ® 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 M EXISTING LEGEND: t N GRAPHIC SCALE 30 20 10 0 30 ( IN FEET ) 1 inch = 30 ft. 9E NTS LITTLE ROCK SCHOOL DISTRICT SjATE Os. ARK SAS GIBBS MAGNET ELEMENTARY SCHOOL 'y5°�� oTES F * * * 1115 W. 16th Street / Little Rock, AR 72202 V'.c,°� RgAF 0 1 REGISTERED �. ."MI PROFESSIONAL DESIGNED BY: EP SCALE: 1" = 30' ya SEAL A ' `�E„L m -DRAWN BY. mb ACCESS LOOP SHEEP NO. y. 1983 y ENGINEER CHECKED BY: EJP AND PARKING 2 , o gNSP..`��s ERNEST J. PETERS IMPROVEMENTS PLAN %�a� No. 2 DATE 6-14-06 PROD. NO: 736-30 PETERS & ASSOCIATES I ENGINEERS, INC. G cava at 7RUM jffana ra P.O. sox 21638 (rot) 225-05W lista BOCK. A31KW S 72281 RECEIVED JUN 11 2006 el�-Ale - BY FIRE HYDRANT 0 WATER METER 9 WATER VALVE O MANHOLE ,o' UTILITY POLE 0 LIGHT POLE p GAS METER -X 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 WHEELSTOP OVERHEAD CANOPY GRAPHIC SCALE 30 20 10 0 30 ( IN FEET ) 1 inch = 30 ft. 9E NTS LITTLE ROCK SCHOOL DISTRICT SjATE Os. ARK SAS GIBBS MAGNET ELEMENTARY SCHOOL 'y5°�� oTES F * * * 1115 W. 16th Street / Little Rock, AR 72202 V'.c,°� RgAF 0 1 REGISTERED �. ."MI PROFESSIONAL DESIGNED BY: EP SCALE: 1" = 30' ya SEAL A ' `�E„L m -DRAWN BY. mb ACCESS LOOP SHEEP NO. y. 1983 y ENGINEER CHECKED BY: EJP AND PARKING 2 , o gNSP..`��s ERNEST J. PETERS IMPROVEMENTS PLAN %�a� No. 2 DATE 6-14-06 PROD. NO: 736-30 PETERS & ASSOCIATES I ENGINEERS, INC. G cava at 7RUM jffana ra P.O. sox 21638 (rot) 225-05W lista BOCK. A31KW S 72281 RECEIVED JUN 11 2006 el�-Ale - BY