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Home My WebLink AboutZ-5703-F Map 5F01 Found Found Mag. N - 137853.1 E - 1194661.4 Found Cottton Picker Spind c CSCL 'ss un °° L� --ROAD W PAVEMENT SECTION 21NCHES HMAC LIGHTDUTYSEC77ONi,+,:.;.,:;';; ±;;`; ��:; _ 71NCHES CRUSHED STONE BASE COURSE (95% MP)(AHTD CLASS 7) TYPEA" ASPHALT 'r'::'`:.:^: "...... SUBGRADE COMPACTED 70,95% MODIFIED DENSITY (SUBGRADE MA TERML AND THICKNESS SUBJECT TO GEOTECHNICAL ENGINEERS RECOMMENDATIONS) 1.5 INCHES HMAC SURFACE COURSE 2.5 INCHES BINDER COURSE HEAVYDUTYSECTION a.;,_««;?:ii;,:"; 8INCHES CRUSHED STONE BASE COURSE(95% MP)(AHTD CLASS 7) TYPEB"ASPHALT SUBGRADECOMPACTED TO 95% MODIFIED DENSITY (SUBGRADEMATERIAL AND THICKNESS SUBJECT TO GEOTECHNICAL ENG/NEERSRECOMMENDATIONS) 3500 PSI CONCRETE REFER TO PLAN SLOPE AWAY FROM BUILDING s I x 10 1 COMPACT TO 98Z SP - 2'0" CONCRETE COMBINATION CURB & GUTTER CURB & GUTTER GRADES SHOWN ON SITE PLAN CLASS 7 MATERIAL MIN. 30 COMP DEPTH SUBGRADE COMPACTED TO 95% MODIFIED PROCTOR DENSITY. TYPICAL CURB & GUTTER DETAIL 3500 PSI CONCRETE v 12' SIDEWALK FOOTING TO BE PLACED ADJACENT TO ASPHALT/CONC DR MNG SURFACE IN LIEU OF CONCRETE CURB/GUTTER CONC. SIDEWALK - TYPE 'A' NTS N. T.S. REFER TO PLAN CONCRETE PAVEMENT 4000 PSI 20 " C/P WATE-,q u, � j ��•; r .ate aPJ 1� t 1 COMPACT TO 98% S12P 7-J,, REMOVE 60 LF OF EXISTING CURB FOR PROPOSED DRIVEWAY THICKEN SLAB ADJACENT TO ASPHALT DRIVING SURFACE DUMPSTER & TANK CONCRETE SECTION NTS SCOP£ AWAY FROM BUILDING ,. �' • > � 'CONC PAVING LIL 12" 1 THICKEN SLAB ADJACENT TO COMPACT TO 98X SP OTHER PAVEMENT SECTION CONC. SIDEWALK - TYPE 'B' NTS SITE SUMMARY CURRENT JURISDICTION CITY OF LITTLE ROCK, AR CURRENT ZONING DISTRICT POD EXPIRED PROPOSED PZD ZONING PCD PLANNED COMMERCIAL PROPOSED USE C -STORE TOTAL SITE AREA 67464 SQ. FT. TOTAL AREA WITHIN EXISTING SIDEWALK 57761 SOF. T & CURB USED FOR COVERAGE Y. PCD ZONING SETBACK REQUIREMENTS: FRONT / STREET BUILDING SETBACK SIDE BUILIDNG SETBACK REAR BUILDING SETBACK PARKING REQUIREMENTS: TOTAL PARKING SPACES ON PLAN HANDICAP SPACES PARKING REOUIRED BY JURISDICTION PROPOSED SITE COVERAGE: PROPOSED ASPHALT PROPOSED CONCRETE PROPOSED BUILDINGS PROPOSED LANDSCAPE COVERAGE PERCENTAGES: PROPOSED ASPHALT PROPOSED CONCRETE PROPOSED BUILDING PROPOSED LANDSCAPE BUFFER AREA LANDSCAPE INTERIOR % TO HARDSCAPE PROPOSED SOD AREAS TOTAL % PAVEMENT, BUILDING / IMPERVIOUS TOTAL % GRASS / PERVIOUS 128.1 25' REQUIRED 81.4 0' REQUIRED 60.3' 25' REQUIRED 16 2 16 23681 SO FT 9453 SQ FT 4200 SQ FT 20427 SO FT 41. O% 16.4% 7.3% 9. 1% 21.8% 64. 6% 35.4% LEGAL DESCRIPTION Lot 1, Colonel Glenn Business Center, on Addition to the City of Little Rock, Arkansas. UTILITIES SANITARY SEWER: LITTLE ROCK WASTEWATER PUBLIC WORKS 501-688-7452 501-223-1509 WATER: CENTRAL ARK. WATER 221 EAST CAPITOL LITTLE ROCK, ARKANSAS 501-372-5161 ELECTRIC: ENTERGY 425 WEST CAPITOL AVENUE LITTLE ROCK, ARKANSAS 501-377-4000 NATURAL GAS: CENTERPOINT 400 WEST CAPITOL /600 LITTLE ROCK, ARKANSAS RRR_zQP-nano 6" THICK OF 4000 PSI REINFORCED CONCRETE STHICK CLASS 7 (SB-2)CRUSHED TONE COMPACTED TO 959 MODIFIED PROCTOR DENSITY. Q o g• o g ? COMPACTED SUBGRADE (-COMPACTED TO 989 STANDARD PROCTOR * CONCRETE PAVEMENT AND REINFORCEMENT TO BE VERIFIED PER ACI 330R-08-SPB CONCRETE PAVEMENT SECTION NTS CURVE TABLE Curve I Delta Radius I Bearing I Chord I Arc Length C1 1 99-2452"1 40.00 1 N 4871'59" El 61.021 69.40 CZ I OJ*17'J2"I 1500.00 S 83.3359" El 86.18 86.19 GRAPHIC SCALE 20 40 60 ( IN FEET ) 1 inch = 20 ft. SITE PLAN NOTES: 1. REFER TO LANDSCAPING PLAN FOR REQUIREMENTS /LIGHTING PLAN TO BE VERIFIED W/OWNER. REVISIONS TO PLAN TO BE SUBMITTED TO CITY. 2. UNDERGROUND IRRIGATION SYSTEM TO BE DESIGNED BY OTHERS. J. THERE ARE NO EROSION PROBLEMS ON THE SITE OR KNOWN EROSION PROBLEMS WITHIN 300' DOWNSTREAM. 4. THERE IS NO SURFACE EVIDENCE OF EXISTING OR ABANDONED WATER WELLS, SUMPS, CESSPOOLS, SPRING WATER IMPOUNDMENTS, AND UNDERGROUND STRUCTURES WITHIN THE PROJECT. 5. PAVEMENT SHALL BE CONSTRUCTED IN ACCORDANCE WITH AHTD SPECIFICATIONS, AND BASED ON GEOTECHNICAL ANALYSIS OF THE SOIL CONDITIONS.. 6. CONTRACTOR SHALL INCLUDE IN BID THE COST FOR COMPACTION TESTS ON SUBGRADE & BASE. TEST TO BE CONDUCTED AS PER ENGINEERS SPECS. 7. CONTRACTOR TO INCLUDE IN BID THE COST OF MATERIAL AND INSTALLATION OF STREET SIGNS & TRAFFIC CONTROL SIGNS. S. ALL UTILITIES TO BE LOCATED PRIOR TO CONSTRUCTION (ONE CALL, CITY, UTILITY OWNER, ETC.) 9. CONTRACTOR TO ADHERE TO CURRENT OSHA EXCAVATION & TRENCH SAFETY REGULATIONS. 10. THE APPROXIMATE LOCATION OF KNOWN SURFACE AND SUBSURFACE STRUCTURES, PIPES, POWER, GAS, PHONE, ETC. ARE SHOWN ON THE DESIGN DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT LOCATION OF THE AFOREMENTIONED ITEMS, SHOWN AND NOT SHOWN. 11. THIS PROJECT IS NOT IN THE 100 YEAR FLOOD HAZARD AREA. REFERENCE FIRM MAP 05119CO434G EFFECTIVE 07/01/2015 12. ALL SITE LIGHTING IS TO BE LOW-LEVEL AND DIRECTIONAL, SHIELDED DOWNWARD AND INTO THE SITE. Lo GENERAL NOTES: N 04 ozo 1.) SURVEYING PROVIDED BY SOUTH POINT SURVEYING, LLC. 2.) BUILDING LINES TO BE AS NOTED ON SITE PLAN. M 3.) PAVEMENT SHALL BE CONSTRUCTED /N ACCORDANCE WITH THIS PLAN (D o AND BASED ON GEOTECHNICAL ANALYSIS OF THE SOIL CONDITIONS. Q u-)4.) ATTENTION /S CALLED TO CONSTRUCTION DETAILS FOR ADDITIONAL Uj o LO INFORMATION.481V > o 5.) CONTRACTOR SHALL INCLUDE IN BID THE COST FOR COMPACTION TESTS o r- ON SUBGRADE AND BASE. Q 6.) CONSTRUCTION SITE SHALL ADHERE TO CITY OF LITTLE ROCK STORMWATER REQUIREMENTS, AND SHALL MEET ALL APPLICABLE AD£Q Z a) O STANDARDS FOR EROSION CONTROL MEASURES. 7.) ALL UTILITIES TO BE LOCATED PRIOR TO CONSTRUCTION (ONE CALL, Z CITY, ETC.) V C m 8) CONTRACTOR TO ADHERE TO CURRENT OSHA EXCAVATION & TRENCH SAFETY REGULATIONS. j M a w 9) THE APPROXIMATE LOCATION OF KNOWN SURFACE AND SUBSURFACEW STRUCTURES, PIPES, POWER GAS, PHONE, ETC. ARE SHOWN ON THE a DESIGN DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE W a re FOR DETERMINING THE EXACT LOCATION OF THE AFOREMENTIONED W ITEMS, SHOWN AND NOT SHOWN. W ��ST�A�TTE�E 40 , •.•• VARIANCE REQUEST NOTES: NONE REQUESTED •�� ARICANJAS '� C) � � N BY GRAPHIC PLOTTING ONLY LICENSED THE DESCRIBED PROPERTY ; PROFESSIONAL DOES NOT LIE WITHIN A FLOOD PRONE AREA. =m� ENtGIk *ER O 'i \\��p�\ZAT II///// SOURCE: FIRM �% No. 14266 �� \��`p�.• v %�� PANEL NO.: 05119CO434G C Qy PQ�� j DATE: JULY 6, 2015 �'•. qN RICH �� s An= ••••......me _ a :Z'= U pl Z ENGINEER DEVELOPERS Q RICHARDSON ENGINEERING, PLLC BLU£FIN DEVELOPMENT, LLC '�ii��bj ••.....- i� �� ADDRESS: 210 W SEVIER ST 6020 RANCH DRIVE �ii771�a rillm3�4\\� BENTON, AR. 72015 LITTLE ROCK, AR PHONE NO. (501) 249-3141 (501)246-4095 PROJECT REPRESENTATIVE: ERIC RICHARDSON SURVEYOR SOUTH POINT SURVEYING, PLLC OWNER OF RECORD 1082 GRANT 748 10303 COLONEL GLENN LLC SHERIDAN, AR 72150 1 ALLIED DRIVE, SUITE 1500 (501)285-5958 LITTLE ROCK, AR, 72202 SOURCE OF TITLE: 2017-031898 �V 0 VICINITY MAP ~�,•, Q 1 " = 1000' ") O o'a NGUr o CT 'i «U TM ! 1 V v a i O, L \ \ JY4S 1tAe6 0R 9 ` W W �e O , W < ,1 ^ L/JC II N Z Ep OLEC IX R6 i W Y� �, �CJ a i >�LialCLLT J.J 4d I` LN IM the UAte Cr i•, , � � CLENWAlER pt 0 1 g 5� qi U W 0 L-0 _ �.F� -__ Lij V \ _ J }� O^Lr' s Lv . � i£ALR O Lj L CoOcfl�l� Legend Property Boundary - - - - - - - - Surveyed fines T Telephone --- Road Center line z W X Wire / Chainlink Fence S Sanitary Sewer W Water Line v Wooded area limits cr P Overhead Powerline `L Water Box S an Sanitary Sewer Manhole PROPOSED CONCRETE L-� ® Sanitary Sewer Manhole ❑T P PROPOSED HEAVY DULY o Telephone Pedistal ASPHALT, TYPE B Guy Wire 0 0 Computed Corner RECEIVE. 0 • Found Monument (Labeled) FEB 2 6 2011 N ii Proposed light pole BY.