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HomeMy WebLinkAboutZ-6554-H Map 24NOTE: CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL PROPOSED WORK MEETS ADA REQUIREMENTS. REFER TO www.access-board.gov/ ada-aba/ada-standards-doj. cfm NOTE CONTRACTOR SHALL CONSTRUCT AND NOTE: DAMAGE TO PUBLIC AND PRIVATE PROPERTY DUE TO HAULING OPERATIONS OF CONSTRUCTION RELATED EQUIPMENT FROM A NEARBY CONSTRUCTION SITE SHALL BE REPAIRED BY ppF�v13L�4$AktY PRIOR TO ISSUANCE .1 ` OF A CERTIFICATE OF OCCUPANCY. j ------------- �� INSTALL WHEEL STOPS, SIGNS, AND ADA RAMPS AT ALL HANDICAP SPACES. NOTE: REPAIR OR RE GUTTER OR SIDEWA PUBLIC RIGHT OF W/ eEF OR f Yo i G p .0 I P � I RETAINING WALL'C' CONST. 418.97 L.F. OF AS ONE C0-\' 10--1 HIGH RETAINING WALL. REFER 0 STRUCTURAL PLANS FOR DETAILS. PROP. JUNCTION BOX (TYP) i I N 4 1 PROP GRA .LING ' SCALE IN FEET v SNTF { 0 50' 75' 100' 1 I PROP. TRASH COMPACTOR t EFER TO ARCHITECTURAL PLANS FOR DETAILS I I L CN;^, I>Atl I € PROP. FIRE 13 I HYDRANT (TYP) I — — — — — — — — — — — — — — I ! PROP. JUNCTION BOX (TYP)j t � 1 Q I I o I I O ! W I F LU O I E � z ' 1– w s 1 1 I oy PROP. FIRE rrtur �N' HYDRANT (TYP) w ;, REFE ti qr I PROP. CURB INLET (TYP) I , I { I 5, RETAINING WALL'B' CONST. 487.11 L.F. OF �. IGH RETAINING WALL _ I REFER TO STRUCTURAL PLANS — — LID � FOR DETAILS e X50 SURFACE AREA TABLE. TOTAL OVERALL AREA: 517,842.25 SF BUILDING AREA: 111,995 SF (21.63%) PAVED AREA: 273,067.47 SF (52.73%) LANDSCAPE AREA: 132,779.78 SF (25.64%) EX. GRATED INLET MEET & MATCH EXISTING (TYP) II 1 II D I II I I 1 I I I I I I HANK'S FURNITURE -- -; C--- i I �' z k r; S;: MACK HANK'S FURNITURE'' lJ LOT 1, BOWMAN KANIS COMMERCIAL ADDITION -- --- ---�— P.B. I, PG. 120 ZONE PCD MEET & MATCH EXISTING (TYP) — --- + PROP. STOP BAR W/ STOP SIGN _ ! 1 1114 -OP BAR w/ STOP S-1614- / eLoCK I I MEET & MATCH wW I I EXISTING (TYP) PROP CURB INLET (TYP) 5 III — q J R20' 0 j t_ g' - - u i PROP. ST P BAR I I I �Q W/ STOP SIGN I ( I I huj I I I i I gl� V. �^ �I r -� a (;I I � I n I I 116.28 _.F. FULL DEPTH 2 ! I /• 70 ' I3 I I SAW CUT AND CURB 24' RAS I I i REMOVAL Y OH m G1 I STOP VACANT AREA N u II LEGEND -- BOUNDARY LINE 0 EX. WATER METER 0 EX. TELEPHONE MANHOLE -- RIGHT OF WAY LINE 0 PROP. WATER METER Q EX. TRAFFIC SIGNAL LIGHT ------ EASEMENT LINE TCR ®s Q Z --EXISTING CONCRETE CURB AND GUTTER ®r EX. SPRINKLER VALVE ® EX. TRAFFIC CONTROL BOX PROPOSED CONCRETE CURB AND GUTTER ®5 EX. AUTO SPRINKLER 0 EX. FLAG POLE PROPOSED FIRE LANE STRIPING EPD ❑ EX. ELECT. PEDESTAL ® EX. YARD LIGHT BHg OVERHEAD ELECTRIC ET LIGE UNDERGROUND ELECTRIC ❑ EX. ELECT. TRANSFORMER © EX. GREASE TRAP GpS GAS LINE pM EX. ELECT. METER © EX. SS MANHOLE UGT UNDERGROUND TELEPHONE FO UNDERGROUND FIBER OPTIC Q PROP. ELECT. METER ® PROP. SS MANHOLE 8"SS SANITARY SEWER pr EX. AIR CONDITIONER p EX. GAS METER 8"W WATERLINE 4 EX. SIGNAGE A PROP. GAS METER • BENCHMARK EX. LIGHT POLE © EX. ELECT. MANHOLE FIRE HYDRANT 0 EX. POWER POLE OV PROP. LIGHT POLE 0 EX. STORM MANHOLE Z WATER VALVE JV PROP. POWER POLE GP 0 EX. BOLLARD TPD EX. WATER METER PIT ❑ EX. TELEPHONE PED. 0MMIL PROP. INLETS (SEE GRADING PLAN FOR TYPE) It I I 1 w =III O I ! E 3' ! l 01 I II I II • g' 26' Iit II p r IIPI oI I I I A, I III N, R3' R3'R10' I I I Z I 1 1 Q I11 01 11 I 1 2 0 III PROP. FIRE R10 R3' R3' ' RETAINING WALLA' HYDRANT (TYP) 1, I CONST. 584.45 L.F. OF 10' 9, 0'-13' HIGH RETAINING WALL W/ FENCE. 1 7.8T 1li I I REFER TO STRUCTURAL PLANS i 1 lI I I FOR DETAILS. 1 N 3' 0 CONTRACTOR � - ql J N PROP. 160 SF PYLON SIG N t — —SPACES _ R5' 'III 1 1 1 A -f 11 19,1 1 7 I 1 _ 17- -1, i 1 iii MEET & MATCH EXISTING (TYP)' MEET & MATCH EXISTING (TYP) r'r n 120 72 L F FULL DEPTH^� w ----------- -,---SAW CUT AND CURB .. REMOVAL __... ---- �— COMMERCIAL AREA �-I I-7 n -Fr r—� SITE NOTES " A. I H. O 1 STRIPING AND SIGNAGE SHALL BE IN STRICT ACCORDANCE WITH FEDERAL, STATE, AND LOCAL OP. $TOP I I { REQUIREMENTS. B. ALL CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH THE OWNERS DESIGN GUIDELINES AND I. UNLESS OTHERWISE NOTED ALL RADII SHALL BE 3'. SPECIFICATIONS, AND WHERE APPLICABLE SHALL MEET THE REQUIREMENTS OF THE SIGNNIS J. BUILDING DIMENSIONS ARE TO OUTSIDE OF MASONRY, UNLESS OTHERWISE SHOWN. C. CONTRACTOR IS RESPONSIBLE FOR THEIR OWN HORIZONTAL AND VERTICAL CONTROL, REFERENCE K. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS AND SPECIFICATIONS FOR ACTUAL POINTS AND CONSTRUCTION STAKING AS INCIDENTAL TO THE PROJECT. LOCATION AND DETAILS OF ALL UTILITY ENTRANCES. CONTRACTOR SHALL COORDINATE INSTALLATION OF UTILITIES IN SUCH A MANNER AS TO AVOID CONFLICTS AND ASSURE PROPER D. THE CONTRACTOR SHALL FIELD VERIFY EXISTING ELEVATIONS/PROPERTY LINES/UTILITIES/DRAINAGE DEPTHS ARE ACHIEVED, AS WELL AS COORDINATED WITH ANY UTILITY COMPANIES FOR APPROVED PRIOR TO CONSTRUCTION START. r E. 41:1 Cb REFER TO ARCHITECTURE PLANS FOR SITE LIGHTING AND ELECTRICAL CONDUIT PLANS. POLE MEET & MATCH Q LOCATIONS ARE SHOWN ON THIS SHEET FOR REFERENCE ONLY. IT IS THE CONTRACTOR'S FOR PAYMENT. RESPONSIBILITY TO IDENTIFY AND ADJUST ANY CONSTRUCTED CONFLICTS WITH UNDERGROUND UTILITIES, SIDEWALKS, ETC. F. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL AND MEP PLANS AND SPECIFICATIONS BEING A EXISTING (TYP) i( M. CHECK ARCHITECTURAL PLANS FOR EXACT DOWNSPOUT LOCATIONS. EXIT PORCHES, PRECISE BUILDING DIMENSIONS, EXACT BUILDING UTILITY ENTRANCE, AND 3 � DOWNSPOUT LOCATIONS/SPECIFICATIONS/DETAILS. �i �� �I I CONSTRUCTION DETAILS OF LANDSCAPING AND IRRIGATION.. R T O A i I iI I U R F T R F HI E A O I 2.09' I` 1 1 MEET & MATCH W 8' PLANS F R E A L - - O i I I EXISTING (TYP) g 81 8 R3 (TYP) R3' N R3' R10 1 (t e I s It 11 1 I S� I _ CONST. 63.65 L.F. OF O Q Q Q P O r A E I L T 20' ` CURB & GUTTER 1 I U # d3 ( ) I I CURB RETURN TO 66 9 I BE REMOVED N O 1 R6' BOPUIS PARKING ( G MEET#& MATCH I & SIGN (TYP) R3' N R3' R10' T EXISTING (TYP) Y OH m G1 I STOP VACANT AREA N u II LEGEND -- BOUNDARY LINE 0 EX. WATER METER 0 EX. TELEPHONE MANHOLE -- RIGHT OF WAY LINE 0 PROP. WATER METER Q EX. TRAFFIC SIGNAL LIGHT ------ EASEMENT LINE TCR ®s Q Z --EXISTING CONCRETE CURB AND GUTTER ®r EX. SPRINKLER VALVE ® EX. TRAFFIC CONTROL BOX PROPOSED CONCRETE CURB AND GUTTER ®5 EX. AUTO SPRINKLER 0 EX. FLAG POLE PROPOSED FIRE LANE STRIPING EPD ❑ EX. ELECT. PEDESTAL ® EX. YARD LIGHT BHg OVERHEAD ELECTRIC ET LIGE UNDERGROUND ELECTRIC ❑ EX. ELECT. TRANSFORMER © EX. GREASE TRAP GpS GAS LINE pM EX. ELECT. METER © EX. SS MANHOLE UGT UNDERGROUND TELEPHONE FO UNDERGROUND FIBER OPTIC Q PROP. ELECT. METER ® PROP. SS MANHOLE 8"SS SANITARY SEWER pr EX. AIR CONDITIONER p EX. GAS METER 8"W WATERLINE 4 EX. SIGNAGE A PROP. GAS METER • BENCHMARK EX. LIGHT POLE © EX. ELECT. MANHOLE FIRE HYDRANT 0 EX. POWER POLE OV PROP. LIGHT POLE 0 EX. STORM MANHOLE Z WATER VALVE JV PROP. POWER POLE GP 0 EX. BOLLARD TPD EX. WATER METER PIT ❑ EX. TELEPHONE PED. 0MMIL PROP. INLETS (SEE GRADING PLAN FOR TYPE) It I I 1 w =III O I ! E 3' ! l 01 I II I II • g' 26' Iit II p r IIPI oI I I I A, I III N, R3' R3'R10' I I I Z I 1 1 Q I11 01 11 I 1 2 0 III PROP. FIRE R10 R3' R3' ' RETAINING WALLA' HYDRANT (TYP) 1, I CONST. 584.45 L.F. OF 10' 9, 0'-13' HIGH RETAINING WALL W/ FENCE. 1 7.8T 1li I I REFER TO STRUCTURAL PLANS i 1 lI I I FOR DETAILS. 1 N 3' 0 CONTRACTOR � - ql J N PROP. 160 SF PYLON SIG N t — —SPACES _ R5' 'III 1 1 1 A -f 11 19,1 1 7 I 1 _ 17- -1, i 1 iii MEET & MATCH EXISTING (TYP)' MEET & MATCH EXISTING (TYP) r'r n 120 72 L F FULL DEPTH^� w ----------- -,---SAW CUT AND CURB .. REMOVAL __... ---- �— COMMERCIAL AREA �-I I-7 n -Fr r—� SITE NOTES " A. CONTRACTOR SHALL REFER TO THE CONSTRUCTION DOCUMENTS INCLUDING BUT NOT LIMITED TO H. PARKING LOT STRIPING SHALL BE 4' WIDE AND WHITE IN COLOR. HANDICAP PARKING STALLS THE WRITTEN SPECIFICATIONS, CONSTRUCTION DRAWINGS, STORM WATER POLLUTION PLAN, AND STRIPING AND SIGNAGE SHALL BE IN STRICT ACCORDANCE WITH FEDERAL, STATE, AND LOCAL GEOTECHNICAL REPORT. REQUIREMENTS. B. ALL CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH THE OWNERS DESIGN GUIDELINES AND I. UNLESS OTHERWISE NOTED ALL RADII SHALL BE 3'. SPECIFICATIONS, AND WHERE APPLICABLE SHALL MEET THE REQUIREMENTS OF THE GOVERNING/PERMITTING AUTHORITY HAVING JURISDICTION. J. BUILDING DIMENSIONS ARE TO OUTSIDE OF MASONRY, UNLESS OTHERWISE SHOWN. C. CONTRACTOR IS RESPONSIBLE FOR THEIR OWN HORIZONTAL AND VERTICAL CONTROL, REFERENCE K. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS AND SPECIFICATIONS FOR ACTUAL POINTS AND CONSTRUCTION STAKING AS INCIDENTAL TO THE PROJECT. LOCATION AND DETAILS OF ALL UTILITY ENTRANCES. CONTRACTOR SHALL COORDINATE INSTALLATION OF UTILITIES IN SUCH A MANNER AS TO AVOID CONFLICTS AND ASSURE PROPER D. THE CONTRACTOR SHALL FIELD VERIFY EXISTING ELEVATIONS/PROPERTY LINES/UTILITIES/DRAINAGE DEPTHS ARE ACHIEVED, AS WELL AS COORDINATED WITH ANY UTILITY COMPANIES FOR APPROVED PRIOR TO CONSTRUCTION START. LOCATIONS AND SCHEDULING OF TIE-INS/CONNECTIONS TO THEIR FACILITIES. E. ALL WORK NOT CLASSIFIED AS A CONTRACT PAY ITEM SHALL BE CONSIDERED AS INCIDENTAL AND L. REFER TO ARCHITECTURE PLANS FOR SITE LIGHTING AND ELECTRICAL CONDUIT PLANS. POLE THE COST THEREOF SHALL BE INCLUDED IN THE UNIT PRICE BID FOR ITEMS WHICH ARE CLASSIFIED LOCATIONS ARE SHOWN ON THIS SHEET FOR REFERENCE ONLY. IT IS THE CONTRACTOR'S FOR PAYMENT. RESPONSIBILITY TO IDENTIFY AND ADJUST ANY CONSTRUCTED CONFLICTS WITH UNDERGROUND UTILITIES, SIDEWALKS, ETC. F. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL AND MEP PLANS AND SPECIFICATIONS BEING A PART OF THE CONSTRUCTION DOCUMENTS FOR THE EXACT LOCATIONS AND DIMENSIONS OF ENTRY. M. CHECK ARCHITECTURAL PLANS FOR EXACT DOWNSPOUT LOCATIONS. EXIT PORCHES, PRECISE BUILDING DIMENSIONS, EXACT BUILDING UTILITY ENTRANCE, AND DOWNSPOUT LOCATIONS/SPECIFICATIONS/DETAILS. N. CONTRACTOR SHALL REFER TO LANDSCAPE AND IRRIGATION PLAN FOR LOCATION AND CONSTRUCTION DETAILS OF LANDSCAPING AND IRRIGATION.. G. ALL DIMENSIONS SHOWN ARE TO THE FACE OF CURB (FC) UNLESS OTHERWISE NOTED. SITE DATA LW NERAL Site: Acreage: Lowe's Developed ±13.91 AC Lowe's Undeveloped ±3.81 AC Total ±17.72 AC Latitude: N 34.7446 Longitude: W 92.4094 Building: Classification 94KSQUARE MODIF/ED Total Sq. Ft. 111,995s.F (HEATE?BUILDING) Garden Center Sq. Ft. 24 535 S.F. List Architectural Upgrades Required-, NONEAREANTICIPATED List Limits to Visibility of Building: NIA SAW Road Signage Requested: No. of Pylon Signs > Max. sq. ft. 160. o0 Max. height 36'- 0" Shopping Center? No (Position on SC Sign? NIA No. of Monument Signs 0 Max. sq. ft. NIA Max. height &A List Limits to Visibility of Road Sign: NIA Building Signage Requested: Front Elevation max sq. ft. 500.00 Additional Building Signs Requested: Right Side NIA Left Side NIA Rear of Bldg NIA PARKING Lowe's Standard Requirements: Standard Spaces: 390 Handicapped Spaces: 8 Total SpaCeS. 398 Ratio (spaces/1000 sq. ft.) 4.16 City/Municipality Parking Requirements: Standard Spaces: 285 Handicapped Spaces: 12 Total Spaces: 295 Ratio (spaces/1000 sq. ft.) 273 - Ratio w/GC sq. ft. 217 Reduced parking requirements will be allowed as part of the PCD Rezoning process Parking Provided. Standard Spaces: 390 Handicapped Spaces: 8 Total Spaces: 398 Ratio (spaces/1000 sq. ft.) 4.16 Ratio w/GC �sgq.� eft. 3.31 /7i� F5 Signals: Existing X Yes No Location INTERSECTIoNOFKANISROAD AND SOUTH BOWMAN ROAD Proposed Yes X No Location Required Yes X No Traffic Counts: Kanis Rd.: 13, 000 ZVC y (2009) S. Bowman Rd.: 18, 000 a y (2009) Infrastructure: Future Infrastructure Improvements Proposed by Government Agencies That Will Affect the Lowe's Site: City has plans to make Kanis Rd a four lane section with tum lanes from Gamble to Shackleford Rd. Project is partially funded and currently under design. Project will go to bid in 2016 and be completed in 2017 PAVING LEGEND SIDEWALK PAVEMENT HEAVY DUTY CONCRETE PAVEMENT STANDARD DUTY CONCRETE PAVEMENT LOCATION MAP: R 13 W T 0 1 N N x PROJECT LOCATION 0 NOT TO SCALE PROJECT: —100 rLoawr LITTLE ROCK, ARKANSAS PROJECT NUMBER: 15010 DRAWING DATE: 03.22.16 ISSUE DATE: 03.22.16 SEAL: SUBMITTAL: ISSUED FOR REVIEW REVISIONS: THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF CEDAR CREEK CONSULTING INC. THIS SHEET IS NOT TO BE USED FOR CONSTRUCTION UNLESS THE ISSUE DATE IN THE TITLE BLOCK COINCIDES WITH OR POST DATES THE DRAWING DATE. ANY CHANGES MADE FROM THESE PLANS WITHOUT CONSENT OF CEDAR CREEK CONSULTING INC. ARE UNAUTHORIZED, AND SHALL RELIEVE CEDAR CREEK CONSULTING OF RESPONSIBILITY FOR ALL CONSEQUENCES ARRIVING OUT OF SUCH CHANGES. r..7_Pi91N14 I11t SITE PLAN SHEET: C1.01