Loading...
HomeMy WebLinkAboutZ-6554-H Map 36TAX PARCEL: 4410621300002 ®` ` - _ _ / I ° '1 t DETENTION POND N -F PART OF SAMr 'S TRACT SAM'S REAL ESTATE i j / / D A REPLA T OF SPENCER ADDITION BUSINESS TRUST BOOK E', PAGE 141 INSTR. NO. 20 09 041 06 3 # -------------- 15' - _-15' BUILDING LINE PER C3 ZONING OF SPENCER ADDITION 5' TELEPHONE EASEMENT PERe'/�-� EX. HEADWALL REPLAT OF SPENCER ADDITION S 81'06'59' E / 87°291E - -- - 58'20 fff // O t! 10' SANITARY SEWER EASEMENT INSTR NO 93-64224 & I i 2> RETAINING WALL'C' ; ), CONST. 418.97 L.F. OF U-15' HIGH RETAINING WALL. REFER TO STRUCTURAL PLANS FOR DETAILS. I i I 1 5' T LEPHONE EASEMENT R REP T OF SPENCER ADDIT N i NOTE: CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL PROPOSED WORK MEETS ADA REQUIREMENTS. REFER TO www.access-board.gov/ ada-aba/ada-standards-doj. cfm i NOTE: CONTRACTOR SHALL CONSTRUCT AND INSTALL WHEEL STOPS, SIGNS, AND ADA RAMPS AT ALL HANDICAP SPACES. PROP. FIRE I HYDRANT (TYP) O I O O W Z I Zli W' i NOTE: DAMAGE TO PUBLIC AND PRIVATE PROPERTY DUE TO HAULING OPERATIONS OF CONSTRUCTION RELATED EQUIPMENT FROM A j NEARBY CONSTRUCTION SITE SHALL BE REPAIRED ; BY THE RESPONSIBLE PARTY PRIOR TO ISSUANCE o� PROP. FIRE - OF A CERTIFICATE OF OCCUPANCY. tib^ HYDRANT (TYP) NOTE: REPAIR OR REPLACE ANY CURB AND GUTTER OR SIDEWALK THAT IS DAMAGED IN THE PUBLIC RIGHT OF WAY PRIOR TO OCCUPANCY PROP. CURB INLET (TYP) - I 634.45' j MEET & MATCH / ` / to 1, 24' I t JS. o-„...�..-_. �I M _ As SHOWN ON PLAT OF EX. GAS METER -- -- EXISTING (TYP) CN I / OP SIP GRATED INLET R3' BOWMAN KA COMMERCIAL PROP. CURB ' o 1 CURB & GUTTER // 1 1 EX. GRATED INLET INLET (TYP) EX. LIGHT POLE � � � � w / II �I s i oI11 1 EX. UTILITY POLE ^� - PROPOSED FIRE LANE STRIPING I MEET & MATCH I1�I CONTRACTOR IS RESPONSIBLE FOR THEIR OWN HORIZONTAL AND VERTICAL CONTROL, REFERENCE K. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS AND SPECIFICATIONS FOR ACTUAL EXISTING (TYP) 1 I/ O! MEET & MATCH 3 j l `I I I'� -OHE—OHE— EX. OVERHEAD ELECTRIC (D I1 1 Ih 10' SANITARY SEWER EASE ! MEET & MATCH EXISTING (TYP) PAINTED YELLOW I i 210 2.09' II I MEET & MATCH I W , 26I 111• a 1 /\'� j INSTR. NO. 20100507599 EXISTING (TYP) ' LOCATIONS ARE SHOWN ON THIS SHEET FOR REFERENCE ONLY. IT IS THE CONTRACTOR'S O EX. POWER POLE 37' WATERLINE EASEMENT INSTR. NO. 2008055518 I i 25BUILDING SETBACK �! I I I 1 10' EASEMENT PER I I f PLAT OF BOWMAN KANIS I COMMERCIAL ADDITION I I 1 HCB LIMITED PARTNERSHIP I 1 SPECIAL WARRANTY DEEDQ I INSTR. NO. 2008041448 `?'v' 25C' BUILDING LINE PER PLAT--OF-B*NFAFF KANIS I I I TAX PARCEL:44LO620200100 COMMEBqA ADDITION PART OF LOT 1 BOWMAN KANIS I COMMERCIAL ADDITION MEET & MATCH I I I I BOOK l; PAGE 120 EXISTING (TYP) ZONE PCD SHARED AccEss DRIVE PROP. STOP _ DECLARATION OF RESTRICTIONS BAR W/ _ �M�j� AND GRANT OF EASEMENTS STOP $LGN INSTR. N0. 2007077891 BM #3 - ( 14 --,1-- PROP. STOP BLOCK I I I ) MEET & MATCH WALL 1 EXISTING (TYP) - - _ PROP CURB INLET (TYP) -- ----- ---o---- R20' PROP. STOP BAR I ( I I (I a O j W/ STOP SIGN [I I PROPOSED FIREHYDRANT I r CID 4 I ! I CONTRACTOR SHALL REFER TO THE CONSTRUCTION DOCUMENTS INCLUDING BUT NOT LIMITED TO to 1, 24' I t JS. o-„...�..-_. �I M _ I P S70p R EX. GAS METER -- -- & SIGN (TYP) N CN I / OP SIP GRATED INLET R3' 1s I EASEMENT LINE ' o 1 CURB & GUTTER (o _ _- �i� _ NIS p. 1 11 1 N I 2111 I �` EX. LIGHT POLE � � � � w PROPOSED CONCRETE CURB AND GUTTER II �I s i oI11 1 EX. UTILITY POLE ^� - PROPOSED FIRE LANE STRIPING I MEET & MATCH I1�I CONTRACTOR IS RESPONSIBLE FOR THEIR OWN HORIZONTAL AND VERTICAL CONTROL, REFERENCE K. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS AND SPECIFICATIONS FOR ACTUAL EXISTING (TYP) 1 I/ O! MEET & MATCH 3 j l `I I I'� -OHE—OHE— EX. OVERHEAD ELECTRIC (D I1 1 Ih BENCHMARK EXISTING (TYP) PAINTED YELLOW I i 210 2.09' II I MEET & MATCH I W , 26I 111• a 1 III I EXISTING (TYP) 4i R3' R3' N R3R10 1 II o f I z PROP. LIGHT POLE (TYP.) I I O E ST LI TI 20' y I I C) N F D T I I t'I I i I li N9 10) c I PROP. SIDEWALK ^' REVISIONS PRE -BSE SITE DATA V SSUEIDATE SSUESET A POSTBID DATE SITE: ACREAGE: LOWE'S (DEVELOPED): ±13.91 ACRES LOWE'S (UNDEVELOPED): ±3.81 ACRES TOTAL: ±17.72 ACRES LATITUDE: N 34.7446 LONGITUDE W 92.4094 BUILDING: CLASSIFICATION 94K SQUARE MODIFIED TOTAL $Q. FT. 111,995 S.F. (HEATED BUILDING) GARDEN CENTER SQ. FT. 24,535 S, F. LIST ARCHITECTURAL UPGRADES REQUIRED: (NONE ARE ANTICIPATED) LIST LIMITS TO VISIBILITY OF BUILDING: N/A 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: 297 RATIO (SPACES/1000 SQ. FT.) 2.73** RATIO W/GC SQ. FT. 2.17 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 SQ. FT. 3.31 BOPUIS PARKING_ SITE LEGEND PROP. CONTRACTOR SHALL REFER TO THE CONSTRUCTION DOCUMENTS INCLUDING BUT NOT LIMITED TO -- BOUNDARY LINE CONST. 63.65 L.F. OF EX. GAS METER -- -- & SIGN (TYP) N R3' GRATED INLET R3' R10' EASEMENT LINE U m i CURB & GUTTER m = = EXISTING CONCRETE CURB AND GUTTER - EX. LIGHT POLE (TYP) PROPOSED CONCRETE CURB AND GUTTER Up EX. UTILITY POLE - — — - PROPOSED FIRE LANE STRIPING C. CONTRACTOR IS RESPONSIBLE FOR THEIR OWN HORIZONTAL AND VERTICAL CONTROL, REFERENCE K. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS AND SPECIFICATIONS FOR ACTUAL 1 1 I/ MEET & MATCH -OHE—OHE— EX. OVERHEAD ELECTRIC (D I1 1 Ih BENCHMARK EXISTING (TYP) PAINTED YELLOW 3'9 O EX. TELEPHONE RISER , 26I 111• a 1 II "LOADING ONLY” LOCATIONS ARE SHOWN ON THIS SHEET FOR REFERENCE ONLY. IT IS THE CONTRACTOR'S O EX. POWER POLE O EX. WATER VALVE 1 t7 11 o I 1 I'I 24" HIGH MAX. F. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL AND MEP PLANS AND SPECIFICATIONS BEING A FO 5' I ' ® I SANITARYEASEMENT ]'S1q�- EX. TRAFFIC SIGNAL LIGHT R3'1 Nr DOWNSPOUT LOCATIONS/SPECIFICATIONS/DETAILS. 1 1 cy I OEVER ( I I10'NS EX, VENT PIPE ® PROP. STORM MANHOLE R3' R3' R10' 1 '� 1 -� I DEDICATION DEED FNS i 4- 1 STANDARD SITE SPECIFICATIONS. I I I I O CITY OF LITTLE ROCK PAINTED f ( i I I�I INSTR. NO. 2000024867 A, QWS O O k ml A � I 1 CONCRETE PAVEM SEE E I n Id ARCHITECTURA PL I HYDRANT W/ BOLLARDS R3' R3' R10 1 h RETAINING WALL 'A' r 1 �} CONST. 584.45 L.F. OF 10 € I 5'I PLANS FOR DETAILS I t 10 b 9' 1 0'-13' HIGH RETAINING WALL W/ FENCE. AINTEiY LLOW REFER TO STRUCTURAL PLANS �\ PROP. `MOUNTA LECURB WITH S; FOR DETAILS. #2ROWS I II 1 HEAVY bLITY STAINED j d No 3' i QS I y RETAINING WALL 'B' CONCRETE I N I I�' CONST. 487.11 L.F. OF - - Z - - - - I I I I CANOPY A DV5' j 0'-15' HIGH RETAINING WALL. - - - - - - - - - - - - - - - - - - - - - i � CONTRACTOR - - 20' EASEMENT I REFER TO STRUCTURAL ' "' PROP. 35' B/L -' - - - 'I'Q Q- MEET & MATCH ;I UNKNOWN USE OR GRANTEE ti ' -SPACES I " �' I _ R19' ^ ^�- - - _ EXISTING (TYP) R5' INSTR. NO. 79-44174 ) PLANS FOR DETAILS. -` -- -- "IT` - - - _ PROP. STOP SIGN g, _ _ . I I '- SOLID WHITE STRIPE -------------- S-Ql'51'45" W -- ,_ - - - - - 1 _ _ _ PROP ROSSWALK O LL � ' (SIGNAGE TO BE REVIE160 SF PYLON WED 251.21' DOUBLE YELLOW STRIPE 15.28 - - � ---�� N 87'42'34" W Ir�� - - !- N 88'18'43" W - — - - PROP. 12" STOP BAR - - ��� `� �- AND PERMITTED SEPARATELY) - - 4aT&r i - - _ _ L L - - - - - - - - 1' - - - - - - -b29.09 - TR F� _ PAINTED WHITE "STOP" AND NO 15' WATERLINE EASEMENT e. - .- - - — .- - - - _ Q 3s MPH - - _- -� _ ___ _ __.._--{PlieuC-.BDA¢)-.---yNSTR- No-20esa555ra ..__.----- --._ -� ____.__ - - �� - - - - - - - - - - - - - s / I _ _ - - _ STOP BAR R7-6 PARKING MEET _�------ - I_ _... - ----- - 18 X2 MOUNTED ON m _ RT LANE os� - a OADING SIGN MOU TYP w ADOPT-A-srneET - - e =was - - = IE# ( ) - - - L 7nuC COLUMN AsaHA1TFAvnnc- _ `"u �°'" _ _ !a R4 -7B --__ _ _ __ �.��„� ., � "-`2� __ _. . __ _ .___ .__ - __ .,__ _ _ -: 18" X 241, — ._ _ u I, ; - �-8`9'35'14 w_ ._._._. __�__ / ARALLEjZPARKIN9- EX. SIGN TO BE A N DEEE - - --- T=X4.68' �� RIGHT D I ._. DT RELOCATED INSTR. 2000024867 7_77-- rt -G6=S4722'5 iSIGN MO UNTED ON O - FCOLUMN N _ .T --- VACANTAREACONNECTED BM #2 EX. STORM DRAIN TO BE CONNECTION TO PUBLIC TO AREA INLET OR REMOVED PER OH�\ �= 1 QSTREET PER CITY OF LITTLE KANIS IMPROVEMENT PLANS. \� - OHE ENLARGED CUSTOMER { II I STOP ROCK STANDARDS AND SPEC. (TYP) COMMERCIAL AREA CONTRACTOR SHALL COORDINATE SCALE: 1"=30' �- LOADING CANOPY '-' - �� I $ W/ CITY INSPECTORS NO PARKING SIGN MOUNTED ON LOADING COLUMN ZONE R7-6 18" X 24" 1 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%) BENCHMARK - BM 1 ELEVATION 465.96 MONUMENT TOP OF FLANGE -BOLT ON FH LOCA77ON N. 149575.71 E.•7186972.43 BENCHMARK - BM 2 ELEVATION 468.60 MONUMENT BRASS MON. IN CONC. LOCA 77M N: 14956238 EY 189438.35 BENCHMARK - BM 3 ELEVA77ON 456.13 MONUMENT 'X' IN CONC. E. OF MANHOLE LOCA7ION N: 150167,65 E.• 1189920.82 I. DATE I I DESCRIPTION M w UUr~ SITE LEGEND A. CONTRACTOR SHALL REFER TO THE CONSTRUCTION DOCUMENTS INCLUDING BUT NOT LIMITED TO -- BOUNDARY LINE GM ® EX. GAS METER -- -- RIGHT OF WAY LINE O PROP. GAS METER ------ EASEMENT LINE B. ALL CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH THE OWNERS DESIGN GUIDELINES AND m = = EXISTING CONCRETE CURB AND GUTTER LP* EX. LIGHT POLE PROPOSED CONCRETE CURB AND GUTTER Up EX. UTILITY POLE - — — - PROPOSED FIRE LANE STRIPING C. CONTRACTOR IS RESPONSIBLE FOR THEIR OWN HORIZONTAL AND VERTICAL CONTROL, REFERENCE K. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS AND SPECIFICATIONS FOR ACTUAL GOO PROP. LIGHT POLE EX. TREE LINE -OHE—OHE— EX. OVERHEAD ELECTRIC = PROP. GENERATOR BENCHMARK Q PROP. TRANSFORMER LOCATIONS AND SCHEDULING OF TIE-INS/CONNECTIONS TO THEIR FACILITIES. O EX. TELEPHONE RISER ® EX. WATER METER 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 O EX. POWER POLE WVp4 EX. WATER VALVE X PROP. POWER POLE 0 PROP, WATER METER F. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL AND MEP PLANS AND SPECIFICATIONS BEING A FO EX. FIBER OPTIC ® EX. SS MANHOLE ]'S1q�- EX. TRAFFIC SIGNAL LIGHT QD EX. STORM MANHOLE DOWNSPOUT LOCATIONS/SPECIFICATIONS/DETAILS. N. CONTRACTOR SHALL REFER TO LANDSCAPE AND IRRIGATION PLAN FOR LOCATION AND UNTO EX, VENT PIPE ® PROP. STORM MANHOLE G. ALL DIMENSIONS SHOWN ARE TO THE FACE OF CURB (FC) UNLESS OTHERWISE NOTED. ® EX. STORM INLET -� EX. SIGN FNS EX. FIRE HYDRANT © M .& PROP. INLETS (SEE GRADING PLAN FOR TYPE) 4- PROP. FIRE HYDRANT STANDARD SITE SPECIFICATIONS. O PROP. CART CORRAL (SEE ARCH. PLANS FOR DETAILS) 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%) BENCHMARK - BM 1 ELEVATION 465.96 MONUMENT TOP OF FLANGE -BOLT ON FH LOCA77ON N. 149575.71 E.•7186972.43 BENCHMARK - BM 2 ELEVATION 468.60 MONUMENT BRASS MON. IN CONC. LOCA 77M N: 14956238 EY 189438.35 BENCHMARK - BM 3 ELEVA77ON 456.13 MONUMENT 'X' IN CONC. E. OF MANHOLE LOCA7ION N: 150167,65 E.• 1189920.82 I. DATE I I DESCRIPTION M w UUr~ 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 za GEOTECHNICAL REPORT. REQUIREMENTS. B. ALL CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH THE OWNERS DESIGN GUIDELINES AND I. UNLESS OTHERWISE NOTED ALL BACK OF CURB RADII SHALL BE 4'. ALL OTHER RADII SHALL BE 31. 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. 0. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH DIVISION 2 OF LOWE'S STANDARD SITE SPECIFICATIONS. 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%) BENCHMARK - BM 1 ELEVATION 465.96 MONUMENT TOP OF FLANGE -BOLT ON FH LOCA77ON N. 149575.71 E.•7186972.43 BENCHMARK - BM 2 ELEVATION 468.60 MONUMENT BRASS MON. IN CONC. LOCA 77M N: 14956238 EY 189438.35 BENCHMARK - BM 3 ELEVA77ON 456.13 MONUMENT 'X' IN CONC. E. OF MANHOLE LOCA7ION N: 150167,65 E.• 1189920.82 I. DATE I I DESCRIPTION M w UUr~ M � C d c ❑ 2o m.: ro �oE M U z O m d za 2 w c` i LOWE'S HOME CENTERS, LI 1605 Cl/RTlS BRIDGE ROAI WILKESBORO, NC 28697 336.658.4000 (V) 336.658.2527 THIS DRAWING IS THE PROPERTY OF LOWES HI CENTERS, LLC. ANY USE OR REPRODUCTION IN WHOLE OR PART IS PROHIBITED WITHOUT THE EXPRESSED WRITTEN CONSENT OF LO WE'S HO CENTERS, LLC. COPYRIGHT 2013 ALL RIGHTS RESERVED. ommoomrAmm mi I i0ORE YO Q 6 CRITERIA K� a. ISSUE DATE: N 9 t4t}129� h SCALE IN FEET � 0 50' 75''0' ONE C p`�, Si5 0 PERMIT SET ISSUE DATE: CONSTRUCTION SEI ISSUE DATE: DRAWING NUMBER: C1.01