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Home My WebLink AboutZ-5743 Map 5m N/4 VINYL j26A7ED WJN LINK • TYPE *A" Ci 7.00' CHORD 10.02 R 10.90' 3' DATE 4.00, AS 3.0 P 3' ZZ OPENING 000 IN, $OUT SCREEN NEW 4" DUGOUT SCREEN 00 1 f a PT _w ASTRID TURF 3975 RD UNGS f �URRED & 24,17 D LOCATIONS. BEE SHEET AS 44.75' AIE� We OR &L -CRETE & SWALE 12.53 ' 20.05. 3' WIDE OPENING IN DUGOUT' SCREEN NEW VINYL COATED I W GATE NEW REEN NEW 12' WIDE 1 -61 a. y 3- WIDE VINYL COATED CHAINLINK GATE EW 3' WIDE x V T - VINYL .... ........... COATED CHADNUNK GATE GATED CHAINLINK CATE 4 00' DORI In. G*t 0.19 3ztD' i Ha rye NEW BULLPEN D.az Lu B.00 37' 40.12' 2&93 CHORD IT." & OUTDOOR WORK AREA 10 25' 90m, % 6.00, NEW IV CHAIN, },00 CFWRD 13 5.. LINK E Rl&54' .434-00' 0 .03' 0-15"RISERS 10014'58' 1.75' R42.61' W.61, R56.00' 71f - 7527' 10:94. CHORD32CHORD 21.9� CHORD 1.00 wc 18.50 40,100' R3.50' t 9:3227.19 IBM CHORD m 1 8Z4 322 20.23 Ow RAMP RAM------ F7 6 w 15.65 CHORD S." PRACTICE FACILITY' AM Do' CHORD 22.25 CHORD 5.11) CHORD 5.66 LANCING 15 FT. WIDE 8' SCURRY FENCE REM SECTION OF CONCRETE DRIVE CHAJNUNK FENCE .... NOTE: ALL HANDICAP RAMPS & STEPS TO RECIEVE RAILINGS. SEE SHEET A.5 FOR DETAIL. 11.54' W Hom SECURITY GATE 15' WIDE W/ LOCK WITSELL EVANS RASCO 901 West Third Street Little Rock, AR 72201 501-374-5300 NEW J%eTED 501-374-5247 Fax CK4IN4U' K E www.WERarch.com COPYRIGHT 2003 OPENING R GATE NEW IV VINYL COATED 0 CHAINLINK TV CATE ... NEW 12' WIDE VINYL V WIDE NEW 3' WIDE x W TALL VINYL VINYL COATED CHANUNK GATE' COATED CHAINLINK GATE COATED CHAINUNK GATE T NEW BULLPEN & OUTDOOR WORK AREA lie TPAN", TONS. UNIK FVICE, PRACTICE FACILIT Y CD 15 FT. WIDE DOW 8' SECURITY FENCE REM SECTION OF CONCRETE DRIVE E-A CHIMNUNK FENCE C) 11.54' / 1100'V HIGH SECURITY GATE 15' WIDE W/ LOCK 122.W 122.04' B' THICK 6B-2 DRIVE ON 95X MODIFIED PROCTOR SUEIMDE F=4 CD GENERAL NOTES: t THE LOCATION OF THE EXISTING WATER AND GAS UTILITIES ARE BASED ON RECORDS FROM SAID UTILITY COMPANIES AND ARE HORIZONTALLY FIELD LOCATED ONLY. THE CONTRACTORS SHALL BE RESPONSIBLE FOR DETERMINING ACTUAL LOCATION. Z.3 2. CONTRACTOR TO UNCOVER AND MARK UTILITY LINES BEFORE CONSTRUCTION. H 7.50' 3. CONTRACTOR SHALL BEAR ALL RESPONSIBILITY AND COST OF REPAIR OR REPLACEMENT 45-76 CHOIR 4860 CHORD OFEXISTING UTILITIES, DAMAGE OR INTERRUPTED AS A RESULT OF THIS CONSTRUCTION PROJECT, 4. CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER AND THE OWNER OF ANY DAMAGED OR INTERRUPTED UTILITIES IMMEDIATELY, 5. ALL SEWER LINES AND APPURTENANCES SHALL BE INSTALLED IN ACCORDANCE TO THE LITTLE ROCK WASTEWATER UTILITIES STANDARD SPECIFICATION FOR SANITARY SEWER LATEST EDITION, 15.98• 6. ALL WATER LINES AND APPURTENANCES SHALL BE INSTALLED IN ACCORDANCE TO THE CENTRAL ARKANSAS WATER DEPARTMENT REQUIREMENTS.30.80 tw:n T. CONTRACTORS SHALL NOTIFY PROJECT ENGINEER PRIOR TO BEGINNING WORK, 8. ALL AREAS WITHIN THE PARKING LOT ARE TO RECEIVE A GRAVEL BASE TO PROVIDE EROSION CONTROL IF WORK IS NOT PROGRESSING IN AN ORDERLY MANNER, A RATE OF CONCRETE PAVIN 135 TONS/ACRE IS TO BE APPLIED WITHIN TWO WEEKS OF FINAL GRADING. 9. ALL AREAS NOT WITHIN THE PARKING LOT ARE TO RECEIVE LOOSE STRAW TO PROVIDE EROSION CONTROL IF WORK IS NOT PROGRESSING IN AN ORDERLY MANNER. A RATE OF C co 1.5 TONS/ACRE IS TO BE APPLIED WITHIN TWO WEEKS OF FINAL GRADING. 10. AFTER NEW INLETS ARE CONSTRUCTED, STRAW BALES AND GRAVEL FILTER BERMS ARE 51� TO BE PLACED TO ALLOW FLOW THROUGH THE BERM. 11. CONTRACTOR WILL CONTROL AND PREVENT OFF-SITE TRACKING OF CONSTRUCTION RUNOFF AND SEDIMENT TO ADJACENT PROPERTY AND PUBLIC ROAD$, OJ 0' THICK S11-2 DRIVE ON OX (=1 cn 1 MODIFIED PROCTOR SURGRADE 12. CONTRACTOR IS TO PROTECT EXISTING STORM DRAINAGE SYSTEM, CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES IN ACCORDANCE WITH THE ARKANSAS UNDERGROUND FACILITIES DAMAGE PREVENTION ACT. THIS LAW REQUIRES THAT THE CONTRACTOR MAKE A TELEPHONE CALL TO THE ARKANSAS ONE -CALL SYSTEM AT 1-800-482-8998 AT LEAST TWO WORKING DAYS PRIOR TO EXCAVATING TO ENSURE THAT ANY EXISTING UTILITIES CAN BE LOCATED, R20.00` NOTE: CONTRACTOR TO CONSTRUCT ALL HANDICAP RAMPS AND PAVING TO LITTLE ROCK AND ADA STANDARDS. VERIFY, -CONTRACTOR NOTE: TREES TO REMAIN ARE TO BE PROTECTED FROM DAMAGE DURING CONSTRUCTION. DEVELOPMENT CONSULTANTS J, INCORPORATED \P, 00p 2200 NO. RODNrY PARHAM RD. LITTLE ROCK, ARKANSAS 72212 A IR fA 'ri 8 Issue Date: Ie�t OF A tENGINEERING PLANNING RFf9 9 LAND SURVEYING AUGUST 15, 2003 yr w F AL LANDSCAPE ARCHITECTURE SUITE 220 ]HER Project Nuter: 128 Nu, 9816 NOV 0 5 2003 UALROE02.02 . E. 30 15 0 r30 60 SHEET NO: SCALE G:\03-142\DESIGN\03142SITE.DWG C L -4.3W Y N HICRETE ,"H&N Liu, SIDRA- X- SM'X PNE i A ff 2-V RIS 3-9" RISERS li-C RISERS - 8-V RISERS 7-V RISERS J 4-6' RISERS 88.00' 25.35 15.67 m mw RAMP CHORD ORD A4,20' 4' LANDI10-�r_ 172 4' PAMP 75.00 304 120D z CHORD 4 LANDING ...... ... N/4 VINYL j26A7ED WJN LINK • TYPE *A" Ci 7.00' CHORD 10.02 R 10.90' 3' DATE 4.00, AS 3.0 P 3' ZZ OPENING 000 IN, $OUT SCREEN NEW 4" DUGOUT SCREEN 00 1 f a PT _w ASTRID TURF 3975 RD UNGS f �URRED & 24,17 D LOCATIONS. BEE SHEET AS 44.75' AIE� We OR &L -CRETE & SWALE 12.53 ' 20.05. 3' WIDE OPENING IN DUGOUT' SCREEN NEW VINYL COATED I W GATE NEW REEN NEW 12' WIDE 1 -61 a. y 3- WIDE VINYL COATED CHAINLINK GATE EW 3' WIDE x V T - VINYL .... ........... COATED CHADNUNK GATE GATED CHAINLINK CATE 4 00' DORI In. G*t 0.19 3ztD' i Ha rye NEW BULLPEN D.az Lu B.00 37' 40.12' 2&93 CHORD IT." & OUTDOOR WORK AREA 10 25' 90m, % 6.00, NEW IV CHAIN, },00 CFWRD 13 5.. LINK E Rl&54' .434-00' 0 .03' 0-15"RISERS 10014'58' 1.75' R42.61' W.61, R56.00' 71f - 7527' 10:94. CHORD32CHORD 21.9� CHORD 1.00 wc 18.50 40,100' R3.50' t 9:3227.19 IBM CHORD m 1 8Z4 322 20.23 Ow RAMP RAM------ F7 6 w 15.65 CHORD S." PRACTICE FACILITY' AM Do' CHORD 22.25 CHORD 5.11) CHORD 5.66 LANCING 15 FT. WIDE 8' SCURRY FENCE REM SECTION OF CONCRETE DRIVE CHAJNUNK FENCE .... NOTE: ALL HANDICAP RAMPS & STEPS TO RECIEVE RAILINGS. SEE SHEET A.5 FOR DETAIL. 11.54' W Hom SECURITY GATE 15' WIDE W/ LOCK WITSELL EVANS RASCO 901 West Third Street Little Rock, AR 72201 501-374-5300 NEW J%eTED 501-374-5247 Fax CK4IN4U' K E www.WERarch.com COPYRIGHT 2003 OPENING R GATE NEW IV VINYL COATED 0 CHAINLINK TV CATE ... NEW 12' WIDE VINYL V WIDE NEW 3' WIDE x W TALL VINYL VINYL COATED CHANUNK GATE' COATED CHAINLINK GATE COATED CHAINUNK GATE T NEW BULLPEN & OUTDOOR WORK AREA lie TPAN", TONS. UNIK FVICE, PRACTICE FACILIT Y CD 15 FT. WIDE DOW 8' SECURITY FENCE REM SECTION OF CONCRETE DRIVE E-A CHIMNUNK FENCE C) 11.54' / 1100'V HIGH SECURITY GATE 15' WIDE W/ LOCK 122.W 122.04' B' THICK 6B-2 DRIVE ON 95X MODIFIED PROCTOR SUEIMDE F=4 CD GENERAL NOTES: t THE LOCATION OF THE EXISTING WATER AND GAS UTILITIES ARE BASED ON RECORDS FROM SAID UTILITY COMPANIES AND ARE HORIZONTALLY FIELD LOCATED ONLY. THE CONTRACTORS SHALL BE RESPONSIBLE FOR DETERMINING ACTUAL LOCATION. Z.3 2. CONTRACTOR TO UNCOVER AND MARK UTILITY LINES BEFORE CONSTRUCTION. H 7.50' 3. CONTRACTOR SHALL BEAR ALL RESPONSIBILITY AND COST OF REPAIR OR REPLACEMENT 45-76 CHOIR 4860 CHORD OFEXISTING UTILITIES, DAMAGE OR INTERRUPTED AS A RESULT OF THIS CONSTRUCTION PROJECT, 4. CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER AND THE OWNER OF ANY DAMAGED OR INTERRUPTED UTILITIES IMMEDIATELY, 5. ALL SEWER LINES AND APPURTENANCES SHALL BE INSTALLED IN ACCORDANCE TO THE LITTLE ROCK WASTEWATER UTILITIES STANDARD SPECIFICATION FOR SANITARY SEWER LATEST EDITION, 15.98• 6. ALL WATER LINES AND APPURTENANCES SHALL BE INSTALLED IN ACCORDANCE TO THE CENTRAL ARKANSAS WATER DEPARTMENT REQUIREMENTS.30.80 tw:n T. CONTRACTORS SHALL NOTIFY PROJECT ENGINEER PRIOR TO BEGINNING WORK, 8. ALL AREAS WITHIN THE PARKING LOT ARE TO RECEIVE A GRAVEL BASE TO PROVIDE EROSION CONTROL IF WORK IS NOT PROGRESSING IN AN ORDERLY MANNER, A RATE OF CONCRETE PAVIN 135 TONS/ACRE IS TO BE APPLIED WITHIN TWO WEEKS OF FINAL GRADING. 9. ALL AREAS NOT WITHIN THE PARKING LOT ARE TO RECEIVE LOOSE STRAW TO PROVIDE EROSION CONTROL IF WORK IS NOT PROGRESSING IN AN ORDERLY MANNER. A RATE OF C co 1.5 TONS/ACRE IS TO BE APPLIED WITHIN TWO WEEKS OF FINAL GRADING. 10. AFTER NEW INLETS ARE CONSTRUCTED, STRAW BALES AND GRAVEL FILTER BERMS ARE 51� TO BE PLACED TO ALLOW FLOW THROUGH THE BERM. 11. CONTRACTOR WILL CONTROL AND PREVENT OFF-SITE TRACKING OF CONSTRUCTION RUNOFF AND SEDIMENT TO ADJACENT PROPERTY AND PUBLIC ROAD$, OJ 0' THICK S11-2 DRIVE ON OX (=1 cn 1 MODIFIED PROCTOR SURGRADE 12. CONTRACTOR IS TO PROTECT EXISTING STORM DRAINAGE SYSTEM, CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES IN ACCORDANCE WITH THE ARKANSAS UNDERGROUND FACILITIES DAMAGE PREVENTION ACT. THIS LAW REQUIRES THAT THE CONTRACTOR MAKE A TELEPHONE CALL TO THE ARKANSAS ONE -CALL SYSTEM AT 1-800-482-8998 AT LEAST TWO WORKING DAYS PRIOR TO EXCAVATING TO ENSURE THAT ANY EXISTING UTILITIES CAN BE LOCATED, R20.00` NOTE: CONTRACTOR TO CONSTRUCT ALL HANDICAP RAMPS AND PAVING TO LITTLE ROCK AND ADA STANDARDS. VERIFY, -CONTRACTOR NOTE: TREES TO REMAIN ARE TO BE PROTECTED FROM DAMAGE DURING CONSTRUCTION. DEVELOPMENT CONSULTANTS J, INCORPORATED \P, 00p 2200 NO. RODNrY PARHAM RD. LITTLE ROCK, ARKANSAS 72212 A IR fA 'ri 8 Issue Date: Ie�t OF A tENGINEERING PLANNING RFf9 9 LAND SURVEYING AUGUST 15, 2003 yr w F AL LANDSCAPE ARCHITECTURE SUITE 220 ]HER Project Nuter: 128 Nu, 9816 NOV 0 5 2003 UALROE02.02 . E. 30 15 0 r30 60 SHEET NO: SCALE G:\03-142\DESIGN\03142SITE.DWG C L -4.3W Y N HICRETE SIDRA- X- 2i, , ff N/4 VINYL j26A7ED WJN LINK • TYPE *A" Ci 7.00' CHORD 10.02 R 10.90' 3' DATE 4.00, AS 3.0 P 3' ZZ OPENING 000 IN, $OUT SCREEN NEW 4" DUGOUT SCREEN 00 1 f a PT _w ASTRID TURF 3975 RD UNGS f �URRED & 24,17 D LOCATIONS. BEE SHEET AS 44.75' AIE� We OR &L -CRETE & SWALE 12.53 ' 20.05. 3' WIDE OPENING IN DUGOUT' SCREEN NEW VINYL COATED I W GATE NEW REEN NEW 12' WIDE 1 -61 a. y 3- WIDE VINYL COATED CHAINLINK GATE EW 3' WIDE x V T - VINYL .... ........... COATED CHADNUNK GATE GATED CHAINLINK CATE 4 00' DORI In. G*t 0.19 3ztD' i Ha rye NEW BULLPEN D.az Lu B.00 37' 40.12' 2&93 CHORD IT." & OUTDOOR WORK AREA 10 25' 90m, % 6.00, NEW IV CHAIN, },00 CFWRD 13 5.. LINK E Rl&54' .434-00' 0 .03' 0-15"RISERS 10014'58' 1.75' R42.61' W.61, R56.00' 71f - 7527' 10:94. CHORD32CHORD 21.9� CHORD 1.00 wc 18.50 40,100' R3.50' t 9:3227.19 IBM CHORD m 1 8Z4 322 20.23 Ow RAMP RAM------ F7 6 w 15.65 CHORD S." PRACTICE FACILITY' AM Do' CHORD 22.25 CHORD 5.11) CHORD 5.66 LANCING 15 FT. WIDE 8' SCURRY FENCE REM SECTION OF CONCRETE DRIVE CHAJNUNK FENCE .... NOTE: ALL HANDICAP RAMPS & STEPS TO RECIEVE RAILINGS. SEE SHEET A.5 FOR DETAIL. 11.54' W Hom SECURITY GATE 15' WIDE W/ LOCK WITSELL EVANS RASCO 901 West Third Street Little Rock, AR 72201 501-374-5300 NEW J%eTED 501-374-5247 Fax CK4IN4U' K E www.WERarch.com COPYRIGHT 2003 OPENING R GATE NEW IV VINYL COATED 0 CHAINLINK TV CATE ... NEW 12' WIDE VINYL V WIDE NEW 3' WIDE x W TALL VINYL VINYL COATED CHANUNK GATE' COATED CHAINLINK GATE COATED CHAINUNK GATE T NEW BULLPEN & OUTDOOR WORK AREA lie TPAN", TONS. UNIK FVICE, PRACTICE FACILIT Y CD 15 FT. WIDE DOW 8' SECURITY FENCE REM SECTION OF CONCRETE DRIVE E-A CHIMNUNK FENCE C) 11.54' / 1100'V HIGH SECURITY GATE 15' WIDE W/ LOCK 122.W 122.04' B' THICK 6B-2 DRIVE ON 95X MODIFIED PROCTOR SUEIMDE F=4 CD GENERAL NOTES: t THE LOCATION OF THE EXISTING WATER AND GAS UTILITIES ARE BASED ON RECORDS FROM SAID UTILITY COMPANIES AND ARE HORIZONTALLY FIELD LOCATED ONLY. THE CONTRACTORS SHALL BE RESPONSIBLE FOR DETERMINING ACTUAL LOCATION. Z.3 2. CONTRACTOR TO UNCOVER AND MARK UTILITY LINES BEFORE CONSTRUCTION. H 7.50' 3. CONTRACTOR SHALL BEAR ALL RESPONSIBILITY AND COST OF REPAIR OR REPLACEMENT 45-76 CHOIR 4860 CHORD OFEXISTING UTILITIES, DAMAGE OR INTERRUPTED AS A RESULT OF THIS CONSTRUCTION PROJECT, 4. CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER AND THE OWNER OF ANY DAMAGED OR INTERRUPTED UTILITIES IMMEDIATELY, 5. ALL SEWER LINES AND APPURTENANCES SHALL BE INSTALLED IN ACCORDANCE TO THE LITTLE ROCK WASTEWATER UTILITIES STANDARD SPECIFICATION FOR SANITARY SEWER LATEST EDITION, 15.98• 6. ALL WATER LINES AND APPURTENANCES SHALL BE INSTALLED IN ACCORDANCE TO THE CENTRAL ARKANSAS WATER DEPARTMENT REQUIREMENTS.30.80 tw:n T. CONTRACTORS SHALL NOTIFY PROJECT ENGINEER PRIOR TO BEGINNING WORK, 8. ALL AREAS WITHIN THE PARKING LOT ARE TO RECEIVE A GRAVEL BASE TO PROVIDE EROSION CONTROL IF WORK IS NOT PROGRESSING IN AN ORDERLY MANNER, A RATE OF CONCRETE PAVIN 135 TONS/ACRE IS TO BE APPLIED WITHIN TWO WEEKS OF FINAL GRADING. 9. ALL AREAS NOT WITHIN THE PARKING LOT ARE TO RECEIVE LOOSE STRAW TO PROVIDE EROSION CONTROL IF WORK IS NOT PROGRESSING IN AN ORDERLY MANNER. A RATE OF C co 1.5 TONS/ACRE IS TO BE APPLIED WITHIN TWO WEEKS OF FINAL GRADING. 10. AFTER NEW INLETS ARE CONSTRUCTED, STRAW BALES AND GRAVEL FILTER BERMS ARE 51� TO BE PLACED TO ALLOW FLOW THROUGH THE BERM. 11. CONTRACTOR WILL CONTROL AND PREVENT OFF-SITE TRACKING OF CONSTRUCTION RUNOFF AND SEDIMENT TO ADJACENT PROPERTY AND PUBLIC ROAD$, OJ 0' THICK S11-2 DRIVE ON OX (=1 cn 1 MODIFIED PROCTOR SURGRADE 12. CONTRACTOR IS TO PROTECT EXISTING STORM DRAINAGE SYSTEM, CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES IN ACCORDANCE WITH THE ARKANSAS UNDERGROUND FACILITIES DAMAGE PREVENTION ACT. THIS LAW REQUIRES THAT THE CONTRACTOR MAKE A TELEPHONE CALL TO THE ARKANSAS ONE -CALL SYSTEM AT 1-800-482-8998 AT LEAST TWO WORKING DAYS PRIOR TO EXCAVATING TO ENSURE THAT ANY EXISTING UTILITIES CAN BE LOCATED, R20.00` NOTE: CONTRACTOR TO CONSTRUCT ALL HANDICAP RAMPS AND PAVING TO LITTLE ROCK AND ADA STANDARDS. VERIFY, -CONTRACTOR NOTE: TREES TO REMAIN ARE TO BE PROTECTED FROM DAMAGE DURING CONSTRUCTION. DEVELOPMENT CONSULTANTS J, INCORPORATED \P, 00p 2200 NO. RODNrY PARHAM RD. LITTLE ROCK, ARKANSAS 72212 A IR fA 'ri 8 Issue Date: Ie�t OF A tENGINEERING PLANNING RFf9 9 LAND SURVEYING AUGUST 15, 2003 yr w F AL LANDSCAPE ARCHITECTURE SUITE 220 ]HER Project Nuter: 128 Nu, 9816 NOV 0 5 2003 UALROE02.02 . E. 30 15 0 r30 60 SHEET NO: SCALE G:\03-142\DESIGN\03142SITE.DWG C