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Home My WebLink AboutZ-5703-F Map 7COLONELLENIN a R'0AD � W 20" as WATER W ° as ° SI(jeW81K- . < PROPOSED 9' SIDEWALK & 2a 2 e & UUTase BIKE TRAIL TO REPLACE ' went $1 5588 EXISTING SIDEWALK PROPOSED SIGN= PROPOSED _�ERA% A E & UT/L/TY EST / O PARKIA�G-L/G-H�-----------^ - -Ei� PARKING LIGHT I ��O 196.0 PROPOSED -' 8 qp 18.4 00 I TYPE A -p 06 ry ASPHALT 06 TYPE A ASPHALT Cn TYPE A N MI ASPHALT 140.0 28.0 I N C s o ij Q) 4v? �°s PUMPISLANDN 1 1urs Found M Nail Z N O ... ° s � 5 •O o S N Q 12.0 �� 36.00s ry i ° 28.0 28.0 28.0 28.0 O I ~ TANK ~ r s p CONIC. ° O PROPOSED U PAR I NG IGHT I N 11 O °1 a 06 I 25.0 06 TYPE B �N Lij p 106 ASPHALT _ o ry p00s U ty ho 100.0 0 Q = Uj 67:,4 FF p 1.5 °9.0 `J Ca Ca TYPE A TYPE B N Z ASPHALT ASPHALT m 7nlODE 20.0 SIDEWALK TYPE B ' SIDEWALK• DETENTION AREA TOP LEVEL 209.5 81.4 1YP A.- 24.0 VOLUME.. 2120 CU.FT BEGIN FOUNDATION REQUIRED: 1907 CU.FL 8.0 STEM WALL. REFER TO -Z TYPE A TYPE B �] 24.0 FOUNATION PLAN. a. ASPHALT ASPHALT n I O CIRCLE K C -STORE ry 4200 SQ. FTLU 3 Found Mag. Nail I 31.0 FF. 212.80 � 20.0 • I JC, 82.5 7.4 700.0 a e I 7.0 I PROPOSED 0000 PARKING LIGHT PROPOSED LU I I TYPE B O PARKING LIGHT UtiIP ASPHALT qj O s ° CONC. 8' HIGH MASONARY yM 28.1 BEGIN FOUNDATION SCREENING AROUND \ STEM WALL. REFER TO DUMPSTER ENCLOSURE / FOUNA77ON PLAN. t 5O (REMOVEXISTING Q „ O CULVERT 40' Access & Utility Easement #MH I _ _55.0' _ REMOVE 60 LF OF _I 137853.1 EX/STING CURB FOR Shared Access Drive N E - 119785J 1 PROPOSED DRIVE N 89006'47" W 290.02' Found Cottton Picker.Spindle U7 PAVEMENT SECTION 21NCHESHAIAC LIGHTDUTYSECTION i,;l..;,H; _ 7rNCHES CRUSHED STONE BASE COURSE (95% MP)IAHTD CLASS 7) TYPEA" ASPHALT 'r •:'>.'*•"'- SUBGRADECOMPACTED T095%M00/FIEDDENS/TY (SUBGRADEMA TERIAL AND THICKNESS SUBJECT TO GEOTECHNICAL ENGINEERS RECOMMENDATIONS) 1.5 INCHES HMAC SURFACE COURSE _ 25INCHES BINDER COURSE HEAVYDUTYSECTION a,;,..,..; ;, _y;;; -• BINCHES CRUSHED STONE BASE COURSE (95% MP)(AHTD CLASS 7) TYPE 8"ASPHALT SUBGR40ECOMPACTED To 95% MODIFIED DENSITY (SUBGRADE MATERIAL AND THICKNESS SUBJECT TO GEOTECHNICAL ENGINEERSRECOMMENDATIONS) 3500 PSI CONCRETE REFER TO PLAN SLOPE AWAY FROM BUILDING_ a I 4 CONCRETE PAVEMENT 4000 PSI 2' 0' CONCRETE COMBINATION CURB & GUTTIF GRADES SHOWN ON SITE PLAN T A »a IL r2 CLASS T MATERIAL COMPACT TO 9Bz 'I MIN. 3° COMP DEPT 1�YIhZH;T;1 �] XK�: S I VLTN l q �i TO 95% MODIFIED PROCTOR DENSITY. TYPICAL CURB & GUTTER DETAIL N.F.S. 3500 PSI CONCRETE REFER TO PLAN SLOPE AWAY FROM BUILDING 1 IL COMPACT TO 98Z SP i COMPACT TO 98R SP >;A7,YavA: ' 12" SIDEWALK F0077NG TO BE PLACED ADJACENT TO ASPHALTICONC. DRIVING SURFACE IN LIEU OF CONCRETE CURB/GUTTER CONC. SIDEWALK - TYPE 'A' NTS SITE SUMMARY GENERAL NOTES: Z N N CURRENT JURISDICTION CITY OF LITTLE ROCK, AR z c 1.) SURVEYING PROVIDED BY SOUTH POINT SURVEYING, LLC. 00 U r 2.) BUILDING LINES TO BE AS NOTED ON SITE PLAN. �'� co W CURRENT ZONING DISTRICT POD EXPIRED 3.) PAVEMENT SHALL BE CONSTRUCTED /N ACCORDANCE WITH THIS PLAN r PROPOSED PZD ZONING PCD PLANNED COMMERCIAL AND BASED ON GEOTECHNICAL ANALYSIS OF THE SOIL CONDITIONS. E Lo PROPOSED USE C -STORE 4.) ATTENTION /S CALLED TO CONSTRUCTION DETAILS FOR ADDITIONALo En W > TOTAL SITE AREA 67464 s4. Fr. INFORMATION. 5.) CONTRACTOR SHALL INCLUDE IN BID THE COST FOR COMPACTION TESTS o r- -- ON SUBGRADE AND BASE. W W / TOTAL AREA WITHIN EXISTING SIDEWALK 57761 SQF. T p Q 6 CONSTRUCT/ON SlT DHfRE TO C/TY OF LITTLE ROCK REMOVE 60 LF OF EXISTING CURB FOR PROPOSED DRIVEWAY THICKEN SLAB ADJACENT TO ASPHALT DRIVING SURFACE DUMPSTER & TANK CONCRETE SECTI NTS CONC. PAVING THICKEN SLAB ADJACENT TO OTHER PAVEMENT SECTION CONC. SIDEWALK - TYPE 'B' NTS Meter UTI/ l iTLS & CURB USED FOR COVERAGE % PCO ZONING SETBACK REQUIREMENTS: FRONT / STREET BUILDING SETBACK SIDE BUILIDNG SETBACK REAR BUILDING SETBACK PARKING REQUIREMENTS: TOTAL PARKING SPACES ON PLAN HANDICAP SPACES PARKING REQUIRED 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 .) E SHALL A STORMWATER REQUIREMENTS, AND SHALL MEET ALL APPLICABLE ADEQ Z STANDARDS FOR EROSION CONTROL MEASURES. d 7.) ALL UTILITIES TO BE LOCATED PRIOR TO CONSTRUCTION (ONE CALL, a w CITY, ETC.) w m 128.1 25REQUIRED 8) CONTRACTOR TO ADHERE TO CURRENT OSHA EXCAVATION & TRENCH 81.4 0' REQUIRED SAFETY REGULATIONS a w 60.3' 25' REQUIRED 9) THE APPROXIMATE LOCATION OF KNOWN SURFACE AND SUBSURFACE �� Z'9 w STRUCTURES, PIPES, POWER GAS, PHONE, ETC. ARE SHOWN ON THE p DESIGN DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE M W a FOR DETERMINING THE EXACT LOCATION OF THE AFOREMENTIONED W 16 /TENS, SHOWN AND NOT SHOWN. FA � � W 2 ••..�SNNTEOp co 16 VARIANCE REQUEST NOTES: NONE REQUESTED •• �� CD •••• AKK�NSAS- o Ar ArN BY GRAPHIC PLOTTING ONLY LICENSED 23681 SQ FT THE DESCRIBED PROPERTY PROFESSIONAL DOES NOT LIE WITHIN A FLOOD 9453 SO FT m ENGINEER ��p11111111/// PRONE AREA. Ar Ar * O OZAT1 IT 7i 4200 SO FT SOURCE: FIRM No. 14266 0 ••• 77 i • (L.......... 20422 s0 Fr PANEL NO.: 05119C0434GPQ�•••• DATE: JULY 6, 2015 .- -1N RIGH ff$ _<:IIIIpff 0.g .O: 2 a :ate ENGINEER DEVELOPERS � • 41.0/ RICHARDSON ENGINEERING, PLLC BLUEFIN DEVELOPMENT, LLC o ....... III Q\ 16.4% ADDRESS: 210 W SEVER SI: 6020 RANCH DRIVE l7ji71lit�nllt��\\\� 7 3/ BENTON, AR. 72015 LITTLE ROCK, AR PHONE NO. (501) 249-3141 (501)246-4095 PROJECT REPRESENTATIVE- ERIC RICHARDSON 8.3% y 1% SURVEYOR SOUTH PO/NT SURVEYING, PLLC OWNER OF RECORD 21.8% 1082 GRANT 748 10303 COLONEL GLENN LLC SHER/DAN, AR 72150 1 ALLIED DRIVE, SUITE 1500 (501)285-5958 LITTLE ROCK, AR, 72202 64.6% SOURCE OF TITLE. • 2017-031898 �V 35.4% Q VICINITY MAP f~,, 1 " = 1000' `� 1 LEGAL DESCRIPTION Lot 1, Colonel Glenn Business Center, On Addition to the City of Little Rock, Arkansas. SANITARY SEWER: LITTLE ROCK WASTEWATER PUBLIC WORKS 501-688-1452 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 507-377-4000 NATURAL GAS: CENTERPOINT 400 WEST CAPITOL 11600 LITTLE ROCK, ARKANSAS 6" THICK OF 4000 PSI REINFORCED CONCRETE 4" THICK CLASS 7 (SB -2) CRUSHED o a �° o °°°°o �° o ° STONE COMPACTED TO 95. MODIFIED a �° 01 PROCTOR DENSITY o g COMPACTED SUBGRADE (,COMPACTED TO 98% _TT STANDARD PROCTOR * CONCRETE PAVEMENT AND REINFORCEMENT TO BE VERIFIED PER ACI 330R-08-SPB CONCRETE PAVEMENT SECTION NTS I /� PISBTr g W LLj Oo J O � J q g1k5� ��•� CLEARWAT OR GRAPHIC SCALEde S U W 20 0 20 40 60 \ 4¢ J i - J Lf) kA,# O Q ALL TREIEA V . &`M'" i -;V •r _. •. ( IN FEET) 1 inch = 20 ft. $ REAG$ Z) N ~ O mOcOo SITE PLAN NOTES: 1. REFER TO LANDSCAPING PLAN FOR REQUIREMENTS Legend /LIGHTING PLAN TO BE VERIFIED W/OWNER. REVISIONS TO PLAN TO BE SUBMITTED TO CITY. 2. UNDERGROUND IRRIGATION SYSTEM TO BE DESIGNED Property Boundary BY OTHERS. - - - - -Surveyed lines 3. THERE ARE NO EROSION PROBLEMS ON THE SITE OR KNOWN EROSION PROBLEMS WITHIN 300' DOWNSTREAM. 4. THERE IS NO SURFACE EVIDENCE OF EXISTING OR T Telephone ABANDONED WATER WELLS, SUMPS, CESSPOOLS, SPRING -Road Center line WATER IMPOUNDMENTS, AND UNDERGROUND STRUCTURES WITHIN THE PROJECT. X Wire / Chainlink Fence 5. PAVEMENT SHALL BE CONSTRUCTED IN ACCORDANCE o (� WITH AHTD SPECIFICATIONS, AND BASED ON GEOTECHNICAL ANALYSIS OF THE SOIL CONDITIONS.. 6. CONTRACTOR SHALL INCLUDE IN BID THE COST FOR S Sanitary Sewer COMPACTION TESTS ON SUBGRADE & BASE. TEST TO BE CONDUCTED AS PER ENGINEERS SPECS. W Water Line F 7. CONTRACTOR TO INCLUDE IN BID THE COST OF MATERIAL AND INSTALLATION OF STREET SIGNS & Wooded area limits TRAFFIC CONTROL SIGNS. 8. ALL UTILITIES TO BE LOCATED PRIOR TO P Overhead Powerline CL CONSTRUCTION (ONE CALL, CITY, UTILITY OWNER, d ETC.) ® Water Box 9. CONTRACTOR TO ADHERE TO CURRENT OSHA <r EXCAVATION & TRENCH SAFETY REGULATIONS. ° 10. THE APPROXIMATE LOCATION OF KNOWN SURFACE AND S Sanitary Sewer Manhole PROPOSED CONCRETE I SUBSURFACE STRUCTURES PIPES POWER GAS I PHONE, ETC. ARE SHOWN ON THE DESIGN DRAWINGS. ® Sanitary Sewer Manhole N THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT LOCATION OF THE N AFOREMENTIONED ITEMS, SHOWN AND NOT SHOWN. ❑T Telephone Pedistal PROPOSED HEAVY DUTY o 11. THIS PROJECT IS NOT IN THE 100 YEAR FLOOD ASPHALT, TYPE B HAZARD AREA. REFERENCE FIRM MAP 05119CO434G 4 Guy Wire EFFECTIVE 07/01/2015 Q Computed Corner �ECEIVED 12. ALL SITE LIGHTING IS TO BE LOW-LEVEL AND p DIRECTIONAL, SHIELDED DOWNWARD AND INTO THE SITE. • Found Monument (Labeled) FEB 2 6 2011 N II BY:. -- -- Proposed light pole ^ CURVE TABLE Curve I Delta Radius I Bearing Chord Arc Length C1 99.2452" 40.00 1 N 48'21'59" El 61.021 69.40 C2 1 03-17'32"1 1500.00 S 83.33'59" El 86.181 86.19 SANITARY SEWER: LITTLE ROCK WASTEWATER PUBLIC WORKS 501-688-1452 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 507-377-4000 NATURAL GAS: CENTERPOINT 400 WEST CAPITOL 11600 LITTLE ROCK, ARKANSAS 6" THICK OF 4000 PSI REINFORCED CONCRETE 4" THICK CLASS 7 (SB -2) CRUSHED o a �° o °°°°o �° o ° STONE COMPACTED TO 95. MODIFIED a �° 01 PROCTOR DENSITY o g COMPACTED SUBGRADE (,COMPACTED TO 98% _TT STANDARD PROCTOR * CONCRETE PAVEMENT AND REINFORCEMENT TO BE VERIFIED PER ACI 330R-08-SPB CONCRETE PAVEMENT SECTION NTS I /� PISBTr g W LLj Oo J O � J q g1k5� ��•� CLEARWAT OR GRAPHIC SCALEde S U W 20 0 20 40 60 \ 4¢ J i - J Lf) kA,# O Q ALL TREIEA V . &`M'" i -;V •r _. •. ( IN FEET) 1 inch = 20 ft. $ REAG$ Z) N ~ O mOcOo SITE PLAN NOTES: 1. REFER TO LANDSCAPING PLAN FOR REQUIREMENTS Legend /LIGHTING PLAN TO BE VERIFIED W/OWNER. REVISIONS TO PLAN TO BE SUBMITTED TO CITY. 2. UNDERGROUND IRRIGATION SYSTEM TO BE DESIGNED Property Boundary BY OTHERS. - - - - -Surveyed lines 3. THERE ARE NO EROSION PROBLEMS ON THE SITE OR KNOWN EROSION PROBLEMS WITHIN 300' DOWNSTREAM. 4. THERE IS NO SURFACE EVIDENCE OF EXISTING OR T Telephone ABANDONED WATER WELLS, SUMPS, CESSPOOLS, SPRING -Road Center line WATER IMPOUNDMENTS, AND UNDERGROUND STRUCTURES WITHIN THE PROJECT. X Wire / Chainlink Fence 5. PAVEMENT SHALL BE CONSTRUCTED IN ACCORDANCE o (� WITH AHTD SPECIFICATIONS, AND BASED ON GEOTECHNICAL ANALYSIS OF THE SOIL CONDITIONS.. 6. CONTRACTOR SHALL INCLUDE IN BID THE COST FOR S Sanitary Sewer COMPACTION TESTS ON SUBGRADE & BASE. TEST TO BE CONDUCTED AS PER ENGINEERS SPECS. W Water Line F 7. CONTRACTOR TO INCLUDE IN BID THE COST OF MATERIAL AND INSTALLATION OF STREET SIGNS & Wooded area limits TRAFFIC CONTROL SIGNS. 8. ALL UTILITIES TO BE LOCATED PRIOR TO P Overhead Powerline CL CONSTRUCTION (ONE CALL, CITY, UTILITY OWNER, d ETC.) ® Water Box 9. CONTRACTOR TO ADHERE TO CURRENT OSHA <r EXCAVATION & TRENCH SAFETY REGULATIONS. ° 10. THE APPROXIMATE LOCATION OF KNOWN SURFACE AND S Sanitary Sewer Manhole PROPOSED CONCRETE I SUBSURFACE STRUCTURES PIPES POWER GAS I PHONE, ETC. ARE SHOWN ON THE DESIGN DRAWINGS. ® Sanitary Sewer Manhole N THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT LOCATION OF THE N AFOREMENTIONED ITEMS, SHOWN AND NOT SHOWN. ❑T Telephone Pedistal PROPOSED HEAVY DUTY o 11. THIS PROJECT IS NOT IN THE 100 YEAR FLOOD ASPHALT, TYPE B HAZARD AREA. REFERENCE FIRM MAP 05119CO434G 4 Guy Wire EFFECTIVE 07/01/2015 Q Computed Corner �ECEIVED 12. ALL SITE LIGHTING IS TO BE LOW-LEVEL AND p DIRECTIONAL, SHIELDED DOWNWARD AND INTO THE SITE. • Found Monument (Labeled) FEB 2 6 2011 N II BY:. -- -- Proposed light pole ^