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HomeMy WebLinkAboutZ-6554-H Map 9a SITE DATA REVISIONS PRE-BID SET POST 81D SET — ISSUE DATE � ISSUE DATE TAX PARCEL: 44L0621300002 DETENTION POND N -F PART OF SAM'S TRACT SAM'S REAL ESTATE A REPLA T OF SPENCER ADDITION BuslNEss RUST INSTR. NO. 2009041063 I -------------- BOOK E', PAGE 141 ' 15' BUILDING LINE PER C3 ZONING OF SPENCER ADDITION 5' TELEPHONE EASEMENT PER ' s /� EX HEADWALL 25BUILDING SETBACK REPLAT OF SPENCER ADDITION S 811'06'59" E \ I -.- __----- 5$.20' r- ! r 10' EASEMENT PER I I 87'29 11r' E �. _TM `�""-� .-"""'------- f / / j� 10' SANITARY SEWER EASEMENT PLAT OF BOWMAN KANIS SI `"'"'°"�"'---•`--•- _ MEET & MATCH INSTR. N0. 93-64224 & COMMERCIAL ADDITION 63_4.45' ] / AS SHOWN ON PLAT OF j _ EXISTING (TYP) BOWMAN KANIS HCB LIMITED PARTNERSHIP c�_�� I I I m COMMERCIAL "^n"'^"' SPECIAL WARRANTY DEED '- I I .i 25' BUILDING LINE PER i PROP. CURB 1 EX GRATED /MEET INSTR. No. zoosoataas I [ INLET(TYP) / V TAX PARCEL:44LO620200100 COMMER41At�DDITION - � / / 1 1 "a 7 PLAT "OF"B�tlJM7kN� KANIS { I e PART OF LOT 1 I b RETAINING WALL'C' ��j ° _- _ _.. ..._ _ z�, BOWMANKANIS _ _ __i_. I CONST. 418.97 L.F. OF { N 09 MEET &MATCH ID ai I 0'-15' HIGH RETAINING WALL. COMMERCIAL ADDITION - / �' Tc� �O- / / �� � 0' SANITARY sEwER EAs MEET & MATCH BOOK T, PAGE 120 EXISTING (TYP) I I I I I I REFER TO STRUCTURAL PLANS �� R3' / ✓✓ NSTR. No. 2010057599, EXISTING (TYP) ZONE PCD FOR DETAILS. 37' WATERLINE PROP. STOP EASEMENT SHARED ACCESS DRIVE INSTR. N0. DECLARATION OF RESTRICTIONS BAR WI _ ! I I — gy cw j i 2008055518 AND GRANT OF EASEMENTS STOP SIGN I' -I I I I 3 5 LEPH EASEMENT PER 1 i INSTR. NO. 2007077891 ------ ... r REP L T OF SP CER ADDITION 91 i i Sg03,01'S1" W I � � I ! BM #3 5' T LEPHONE EASEMENT R I / y EX SS MANNpLE 110 I III I I III REP T OF SPENCER ADDIT N I / Lo �o W� RSO= PROP. STOP I I I a I w LS / eLoac I I MEET & MATCH -- // w "LL a I I EXISTING (TYP) ;,,= 7{Y t !fir LIN I / / - _ _ PROP CURB INLET (TYP)` i JIII _ ��.� — ------R20pIro I I I III PROP STORM SEWER _ , 10' SANITARY SEWER EASEMENT - _ . __. _ - - - _ j t INSTR. 'IT 2010057598 > > 9` ti PROP. ST P BAR NOTE: CONTRACTOR IS RESPONSIBLE FOR MANHOLE (TYP) I I r� I i I I II EX FIRE HYDRANT Wl STOP S GN ENSURING THAT ALL PROPOSED WORK MEETS ADA / I PROP. TRASH COMPACTOR TO BE ADJUSTED TO REQUIREMENTS. REFER TO www.access-board.gov/ / j / I REFER TO ARCHITECTURAL PLANS'GRADE ADD BOLLARDS FIRE PROPOSED ada-aba/ada-standards-doj.cfm / I FOR DETAILS Q -� Q G� HYDRANT N GARDEN! CENTER PROP. GUARDRAIL I O L REFER TO ARCHITECTURAL 2 R ' NOTE: CONTRACTOR SHALL CONSTRUCT AND J + -'= PLANS FOR DETAILS ! 24 P O� INSTALL WHEEL STOPS, SIGNS, AND ADA RAMPS AT / ALL HANDICAP SPACES. 01 . ' i 16= o PROP. FIRE 1y �� `D�� k0 a t; N I I HYDRANT (TYP) •tl RB' co ^' �� Q I tt ROP , a cr � l T PROP TRENCiNtAfiN _ ' I MEET & MATCH I W P FDC Q REFERTOARCWfTECTURAL `. 1 0 9' ��� ---� EXISTING (TYP) { IY PLANS FOR DETAILS �., � � L� � � � C) I j �' 3' z� i I a CL I Q f Ii�g' 5' 11f I O 2.09' a II m MEET & MATCH I W II 8' 8' III i EXISTING (TYP) W I ... '- 11 (- II -- BOUNDARY LINE GM ® 1 RS R3' lit R3 R1 z 1 1 o I I PROP. GAS METER g EASEMENT LINE w o r. I. EXISTING CONCRETE CURB AND GUTTER t TIK' ��� „ m t' a1 kip♦ EX. UTILITY PDLE — — — — PROPOSED FIRE LANE STRIPING C. P PROP. LIGHT POLE (TY ) ST TI E LI i 20' , I ( 1 PROP. LIGHTPOLE OU EX. TREE LINE z a: PROP. GENERATOR —OHE—OHE— EX. OVERHEAD ELECTRIC D. THE CONTRACTOR SHALL FIELD VERIFY EXISTING ELEVATIONS/PROPERTY LINES/UTILITIES/DRAINAGE BENCHMARK O Q° LOCATIONS AND SCHEDULING OF TIE-INS/CONNECTIONS TO THEIR FACILITIES. O EX. TELEPHONE RISER ® EX. WATER METER W I ... '- 11 (- II -- BOUNDARY LINE GM ® 1 RS R3' lit R3 R1 z 1 1 o I I PROP. GAS METER g EASEMENT LINE w o ALL CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH THE OWNERS DESIGN GUIDELINES AND I. EXISTING CONCRETE CURB AND GUTTER t TIK' ��� „ m t' Q 4 EX. UTILITY PDLE — — — — PROPOSED FIRE LANE STRIPING C. P PROP. LIGHT POLE (TY ) ST TI E LI i 20' , I ( 1 PROP. LIGHTPOLE OU EX. TREE LINE z a: PROP. GENERATOR —OHE—OHE— EX. OVERHEAD ELECTRIC D. THE CONTRACTOR SHALL FIELD VERIFY EXISTING ELEVATIONS/PROPERTY LINES/UTILITIES/DRAINAGE BENCHMARK O Q° LOCATIONS AND SCHEDULING OF TIE-INS/CONNECTIONS TO THEIR FACILITIES. O EX. TELEPHONE RISER ® EX. WATER METER 01 EX. POWER POLE WVm EX. WATER VALVE JV 17 0 Iy FD z ® EX. SS MANHOLE j$Lj�- EX. TRAFFIC SIGNAL LIGHT Q EX. STORM MANHOLE VNT O EX. VENT PIP_ I PROP. STORM MANHOLE EXIT PORCHES, PRECISE BUILDING DIMENSIONS, EXACT BUILDING UTILITY ENTRANCE, AND N F D T I EX. SIGN 't A EX, FIRE HYDRANT a DROP INLETS (SEE GRADING PLAN FOR TYPE) I PROP. FIRE HYDRANT E• 36 ���r' � « _� 15 b. A 3 u 9 i I w li PROP. SIDEWALK c >C a I X5,5172 SE (SALE FLOOR' R .RQlP. ADA SIGN (7TYP) t, R6 - ' : O r� S 1} S po W I 24,535 $E (GARC�ENEt7Ej I FFE = 467,10. '. s � %� €< fl) It t1 BOPUIS PARKING_ &SIGN (TYP) N I 1 1 1 1 1 1 1-I PROP. R3' GRATED INLET R3' (TYP) L. �`` I I I l l ; ; i �� R10' i 1 i I f . <_ m I a CONST. 63.65 L.F. OF CURB &GUTTER I .' ' { NO PARKING SIGN MOUNTED ON e w 1 I f L INSET CUSTOMER LOADING, GANQ HY.' }*� �'* iT •�� 1 ! ! ml I 1 I 1 I.I INOIFf. NU. ZUUUU24B67 A WHOLE OR PART IS PROHIBITED WITHOUT THE NOTE: REPAIR OR REPLACE ANY CURB AND a I 5'.33' SEE THIS SHEET EXPRES GUTTER OR SIDEWALK THAT IS DAMAGED IN THE I PROP. MOUNTED GENERATOR am 9 _ o1 6 III I III RESERVED EN CONSENT OF ROME 1 GENRESS LLC COPYRIGHT ENT ALL RIGHTS RESERVED. REFER TO MEP PLANS FOR DETAILS I N i a III i III CONCRETE PAVEM T SEE PUBLIC RIGHT OF WAY PRIOR TO OCCUPANCY PROP. CURB INLET (TYP) I -�6 PROP FI E l,_.:` O ! i I I ! I III ARCHITECTURALPLANS HYDRANT a ?�RO#�"41G T_pOL TYF7 R3' R3' � 1 RETAINING WALLA' 1 ( 12 ), - WI BOLLARDS RIO' ` 'GITELI I`NCG. 26 12' N 1 CONST. 584.45 L.F. OF N a 5' I I PLANS FQR 1DETAII u$ 10 b 9' I 787 I 0'-13' HIGH RETAINING WALL W/ FENCE. AiNTE[ ,Y, LL01i�f' I N Q I. I REFER TO STRUCTURAL PLANS ` 1 l PROP MOUNTAOLE CllR VITFfi q ! I �} I 181 FOR DETAILS. a RETAINING WALL'B' - A HEAVY DUTY, STA1iEG1' 7 3' CONST. 487.11 L.F. OF - - - - - - I I I I III CANOPY A DIVE '- 20' EASEMENT 0'-15' HIGH RETAINING WALL. m M PROP. 35' BlL - - - �� �� SPACES ACTOR MEET & MATCH I I� REFER TO STRUCTURALR19' - - - EXISTING TYP w ��-- ti _ (TYP) Rs' s I I II� %. UA (UNKNOWN USE 41 GRANTEE) _ INSTR. N0. 79-44174 i PLANS FOR DETAILS. — --� -- - — — _ __ _._. PROP STOP SIGN ^ � � '" � 9' © '),'�'�t ii � I - 36, ,� SOLID WHITE STRIPE - _R _ _ _ _ ! � � I I I � 1 PYLON { _j PROP 160 SF - - - - - - - - - - - - - - - - - - - 0]'51'45" W _ ° P OP CROSSWALK SIGNAGE TO BE REV EI WED - 15.28 - - �-_251�� i� N 8742'34" W r�`� � DOUBLE YELLOW STRIPE ,, `- - � ( - - + -- N 88'18'43' W --"Q PROP. 12" STOP BAR ��� _ �� �- - AND PERMITTED SEPARATELY) 4aT&T -- m a L L - - - - - - - _ _ - _ 525.09 ; PAINTED WHITE "STOP" AND _--- p i ,�....... ._........,..,.....�....�_"�._ (PU2Li' ROAD 15' WATERLINE EASEMEN.i_ '� -a:� ®e - - - - — -. - - - --�;-14. -i: z cT - -- - ���TR Fl ( �� ` L _ ND .---- - - - <v a----- I STOP BAR 35 MPH _ - - — 1Nsz-n o- 2ooaoss5ra -- _ _.. _. - - - -�( i r 1 �_� - R7-6 NTED ON _. _.,_.._ _ 'T�';, — -�- - PARKING - . - MEET &MATCH er os - - - - - - - -TUG - 18 X 24 _._ - � AS i�T�A�nvc---- - - - EXISTING (TYP) - iADOPT-A-sT Er --� �- ---" � �TUIU -���_ 0 COLUMN U �_ a - f � I�l�(i� L� " LOADING -) 7 __.__ r_. o - 18 X 24 —� _. _ _ .. a KEEP _ W= _ — 0=89"3514" Ri - E-� .__ __...._. - w7 J j ARALLE PARKIN S _ - ICA N`DEEO----..- - _..W__-.._ ."' ,".'„ _,� T=44.68' c - .- ZONE Q� 1 CITY 0 LITTLE ROCK ""------. - - � EK. SIGN TO BE HE - - - - - — RELOCATED INSTR. 2000024867 -. - CBIS 4722 5 SIGN MOUNTED ON BM #1 �1 TE — = -- fl — F 'Ofi�' — _ — — — CL=63.41 COLUMN mmommm -e — - - VACANT AREA— BM #2 EX. STORM DRAIN TO BE CONNECTED CONNECTION TO PUBLIC TO AREA INLET OR REMOVED PER OH I O STOP \\ OHE T ENLARGED CUSTOMER I II STREET PER CITY OF LITTLE COMMERCIAL AREA KANIS IMPROVEMENT PLANS. �� I I I j ROCK STANDARDS AND SPEC. (TYP) CONTRACTOR SHALL COORDINATE LOADING CANOPY L (2 1 1 I II W/ CITY INSPECTORS i - ��' SCALE: 1"=30' B 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 Q ELEVA nON 485.99 MONUMENT TOP OF FLANGE -BOLT ON FH Q m LOCA77ON N:14957571 K `,` E.- 1168972.43 'LL U r %Z BENCHMARK - BM 2 ELEVA7701V 468.60 MONUMENT BRASS MON. 1N CONC. LOCA SON N 149562.38 E 1189438.35 BENCHMARK - BM 3 ELEVABON 456.13 MONUMENT *X* IN CONC. E OF MANHOLE LOCA77ON N.• 150167.65 E..,1189920.82 Z 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 I. EXISTING CONCRETE CURB AND GUTTER LP* EX. LIGHT POLE _ PROPOSED CONCRETE CURB AND GUTTER Up 0 EX. UTILITY PDLE — — — — 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 &E PROP. LIGHTPOLE EX. TREE LINE J PROP. GENERATOR —OHE—OHE— EX. OVERHEAD ELECTRIC D. THE CONTRACTOR SHALL FIELD VERIFY EXISTING ELEVATIONS/PROPERTY LINES/UTILITIES/DRAINAGE BENCHMARK O PROP. TRANSFORMER LOCATIONS AND SCHEDULING OF TIE-INS/CONNECTIONS TO THEIR FACILITIES. O EX. TELEPHONE RISER ® EX. WATER METER 01 EX. POWER POLE WVm EX. WATER VALVE JV PROP. POWER POLE 0 PROP. WATER METER FD EX. FIBER OFfIC ® EX. SS MANHOLE j$Lj�- EX. TRAFFIC SIGNAL LIGHT Q EX. STORM MANHOLE VNT O EX. VENT PIP_ ® PROP. STORM MANHOLE EXIT PORCHES, PRECISE BUILDING DIMENSIONS, EXACT BUILDING UTILITY ENTRANCE, AND EX. SIGN WN EX. STORM INLET FH -& EX, FIRE HYDRANT a DROP INLETS (SEE GRADING PLAN FOR TYPE) 4- PROP. FIRE HYDRANT 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 Q ELEVA nON 485.99 MONUMENT TOP OF FLANGE -BOLT ON FH Q m LOCA77ON N:14957571 K `,` E.- 1168972.43 'LL U r %Z BENCHMARK - BM 2 ELEVA7701V 468.60 MONUMENT BRASS MON. 1N CONC. LOCA SON N 149562.38 E 1189438.35 BENCHMARK - BM 3 ELEVABON 456.13 MONUMENT *X* IN CONC. E OF MANHOLE LOCA77ON N.• 150167.65 E..,1189920.82 Z 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 Z � THE WRITTEN SPECIFICATIONS, CONSTRUCTION DRAWINGS, STORM WATER POLLUTION PLAN, AND STRIPING AND SIGNAGE SHALL BE IN STRICT ACCORDANCE WITH FEDERAL, STATE, AND LOCAL Q 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 _ J <0 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 Q W POINTS AND CONSTRUCTION STAKING AS INCIDENTAL TO THE PROJECT. LOCATION AND DETAILS OF ALL UTILITY ENTRANCES. CONTRACTOR SHALL COORDINATE J 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 _ 0 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. O. 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 Q ELEVA nON 485.99 MONUMENT TOP OF FLANGE -BOLT ON FH Q m LOCA77ON N:14957571 K `,` E.- 1168972.43 'LL U r %Z BENCHMARK - BM 2 ELEVA7701V 468.60 MONUMENT BRASS MON. 1N CONC. LOCA SON N 149562.38 E 1189438.35 BENCHMARK - BM 3 ELEVABON 456.13 MONUMENT *X* IN CONC. E OF MANHOLE LOCA77ON N.• 150167.65 E..,1189920.82 Z J � Z � W Q co} 0ZU a o _ J <0 Z r Q W o -a J o _ 0 z --1 m 0 IL eEE0RE y0 p U CRITERIA qc ISSUE DATE: PERMIT SET N �R ISSUE DATE: & CONSTRUCTION SET 'y d9 ISSUE DATE: SCALE IN FEET y 9� 5 DRAWING NUMBER: yJ' S� ^ J O 50' 75' 100' AS ONE C p�" / - � . O