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HomeMy WebLinkAboutZ-6554-H Map 49W LITTLE ROCK, AR L -_J LJ L l• `� l 34844 S.F. _ I 79.86 S.F, Z _ L Ll la e" L� 81.56 S.F. Note: Sm Dersate Sign Square Footage Boundarim; APPROVAL DOES NOT RELIEVE REQUIREMENTS FOR OBTAINING BUILDING AND SIGNAGE PERMITS. BUT INDICATES THAT BUILDING AND SIGNAGE MEET LOCAL REQUIREMENTS AND CAN BE PERMITTED AS SHOWN. OFFICIAL: - ---- - TITLE: — - --- - - DATE: -,Top OTB �- ELI/ -2g-0" _,- Tap Of Masonry �- EL '/-22'-0. fi—Fi-hial /-22'-0- Pre-Finished Meul 4 --- Light Beige ELFS C.P,,,g - Warm While Coping - Wann WN. —single Scme Split Face CMU Warm Wlnre ELFSComicc --- I I Painted Medium Beige I idueAy Lit Lahers 1 hkdvtFyEJFS sin Blue EJFS �` L 1: i' Hath Black Warm White EJ FS Painted- Mednn+ Beige vinyl Coated Cornice ChafnIA Fence —t. t e. Painted - Medtutn Begs .41r-IrMed— t �--1- _ La�Yae � - - • . — Doors Panic m Match CMU Meduim Beige Stngb Score Spat Face CMU Painted Medan Beige - Medium Beige EJ FS Pre Finished Aichtech-1— RooF Panel, - 31UP I lhd,,duay'ni— Pn-F..hFd Metal Shade Shhi i e , an 11- EIF S Coping - Wann WN. spow Tap tl Peak lq� lege ° LFS Spit Face CMU Pawned Spot Face CMJ • EL N- Berge El F S UN tBcge Pre ".. Ardtilenural Root Panels - Blue :,Top of Wall.. ` EL./ -29'-W Sped face CMU 1: i' Hath Black Warm White EJ FS Painted- Mednn+ Beige vinyl Coated Cornice ChafnIA Fence —t. Painted - Medtutn Begs .41r-IrMed— t ®r � Gutters and Dm—pouts j Does Pant m Match 7 i.C'Faglr trod Paint to Match CMU- CMU Light Boge M10 co,-" Light Beige I CfaaiM•s%TatV � Srhooth Face_FAU Painted - L"Nht Bpe � jl I FRONT ELEVATION -- Light lege EI FS 15-0' Tub lel Fence Singh, Score son Face CMI, smooth Face CMU Painted Mhditmt Sege Panted - Light Beg, Medtum Bnge F LFS Thy a Mawivy ATop of Wek - -- ELN -25-a' TRENT FE.RRE:L.L REPRESENTATION ONLY ARCH117E:CT NOT FOR CONSTRUCTION Light 169, ELF.S. I r - --- IS -0" TUbmteel Fen: single scan smooth Face CMU Split Face CMU I ft—d Light Beige Panted med— Beige Mad— Bea¢ELfS -. I 29-0"Hgh Black Viyl ---- - -- Craved CAaodink Fent/ Slade S•—.- Beyond Smooth Face CMU Pitted - Light Beige Low u ilk 11 I• � � Cll311f,�01WE1! k • P. Finished Metal Ctua g Wen While Sopooth Fan CMU Painted — — Light Beige spirt Face, CML' Pre-Rntshed Meul Ccpmg - Warm White _,top .1 Peak spow -' EL ./- 48'-8" Copn9 A—W— Spot Face CMJ ATop of Wek - -- ELN -25-a' TRENT FE.RRE:L.L REPRESENTATION ONLY ARCH117E:CT NOT FOR CONSTRUCTION Light 169, ELF.S. I r - --- IS -0" TUbmteel Fen: single scan smooth Face CMU Split Face CMU I ft—d Light Beige Panted med— Beige Mad— Bea¢ELfS -. I 29-0"Hgh Black Viyl ---- - -- Craved CAaodink Fent/ Slade S•—.- Beyond Smooth Face CMU Pitted - Light Beige Low u ilk 11 I• � � Cll311f,�01WE1! k • P. Finished Metal Ctua g Wen While Sopooth Fan CMU Painted — — Light Beige spirt Face, CML' Pre-Rntshed Meul Ccpmg - Warm White _,top .1 Peak — tight Beige F LFS -' EL ./- 48'-8" Copn9 A—W— Spot Face CMJ Pre ".. Ardtilenural Root Panels - Blue :,Top of Wall.. ` EL./ -29'-W Painted uglt Berge Spot Fara CMU Patreed - Light Beige ATop of Wek - -- ELN -25-a' TRENT FE.RRE:L.L REPRESENTATION ONLY ARCH117E:CT NOT FOR CONSTRUCTION Light 169, ELF.S. I r - --- IS -0" TUbmteel Fen: single scan smooth Face CMU Split Face CMU I ft—d Light Beige Panted med— Beige Mad— Bea¢ELfS -. I 29-0"Hgh Black Viyl ---- - -- Craved CAaodink Fent/ Slade S•—.- Beyond Smooth Face CMU Pitted - Light Beige Low u ilk 11 I• � � Cll311f,�01WE1! k • P. Finished Metal Ctua g Wen While Sopooth Fan CMU Painted — — Light Beige spirt Face, CML' P—F n shed Metai LgM Berge EI F Painted -UgM Beige Copn9 A—W— Spot Face CMJ Painted uglt Berge Splie Face CMLI — — -i Split Fare CMJ Painted Medium Beige Painted - Medtutn Begs 1 r LEFT ELEVATION BUILDING SH DESIGN HTENTEAND IIIOWN NOT REFLECT ANY SUBTLE ARE A REPRESENTATION F 114 E W U T ■ L E ROCK, AR VARIATIONS IN COLORr MATERIAL OR CONSTRUCTION THILT MAY OCCURDVEYOLOCAL MATERIAL DIFFERENCESAND FINAL RH 103 DEEP 12-1545 DESIGN DETAILING. ---------------------, I I I I I I I I I I L -------------------J EXISTING UNDEVELOPED LAND CURREN11YZONE19 P.O.D. EXISTING ROAD ZONING 70 REMAIN ■ Lovies 93K SQUARE MODIFIED 65,502 SF (SALES FLOOR) 86,535 sF (GARDEN CENTER) FIFE = 46T. t 0 ----- ---------- HE ---------^'E OH HANK'S FURNITURE H—'S5 NRNITURE LOT I, 3CWYlN ZUNIS CCNMERCA- Ap.ITION P.B. I, OE. 110 zo,'E Pm NMI �I I f fI I i E ! 1!! I1� 40M 11 tv Hil I COMMERCIAL AREA STEPHEN RI LE PHARMACY BOWMAN RIGHT-OF-WAY DEDICATION - 3,659.71 SF ® STEPHEN L. LAFRANCE PHARMACY KANS RIGHT-OF-WAY CEDICATION -18,72644 SF AFL DEVELOPMENT. LLC KAKIS RIGHT -DF -WAY CEDICATION -15,406 84 SF �Y II I I II I II I 1 I !�� 1 J I I III j' I II I II I I I I I 9PI I I I N' I I I �I 1 4 1 rl I I I II II I � II I 1 11L� I`r I I I I I I f I • f 41( I � I til i I I Q f 5l1 I 0 i I I ( I S. 0 If j IIE)L SO,ST 01 II Al I ( I II ) I PROP. ss 1 I I iJ a. I i I ❑i F I� II 1 I I I! I� I1 j 0 II �� F t i %II I ,L Illlllli�ln � Illli#irlll UH E)OSTING UNDEVELOPED LAND ZONED P.O.D. (ZONING TO REMAIN THE SAME) `�Lsarc ra S6 PROPOSED LOWE'S DE'IELOPMENT PROPOSED RZD- ZONING r �A B PROPOSED KANIS ROAD IMPROVEMENTS SCALE M FEET f t, id+r TAE CrLL'a O 50 75 100' Lte)AR E IC E NOI MT:RING , p Box Ii53d OB- N Ali 1'11Yahom• CTING I`p`.OX 73113 Imllls , C:01.0K M... IBS 0.2372 vnore ius a.,.zs7z AC72m cnlnr LOCATION MAP. R 13 W AIXM ROAD r N PROTECT LOCATION TAI NOT io scALE PROJECT: LOWE'� LML.E ROCK, ARKANSAS W� PROJECT NUMBER: 15010 DRAWING DATE: 01.0816 ISSUE DATE: 01.OB.16 SEAL rrllf*�IAf� SUBMITTAL: ISSUED FOR REVIEW REVISIONS: ME: m THESE PUNS AND DRAWINGS ARE NOT TO BE RE'ROOLCED, C—ICEO OR COP EO IN WYFORN OR MANNER WHATSOEVER WITHOUT FIRST carr GOA�Rm-11B.UL�CIBI NiHI—COASEETT uEBE LSE.,Oi coN6TRUCI ICN VIAE. THE MlEw THE mIE �AANsw —EE SOETOA-E9 THEDRAWINAOATF,TC CIUNOEs AOR. PROM THESE PVNS WITNCUT CONSENT OF CE OAR CREEK CON TILTING .11C A LCHsnI IHG ANCS POHT 9COFO�ER DRAWING TITLE OVErRALL SITE PLAN SHEET: C1.00 I flllllllllr —�___ � ; HE 115 VACANT AREA I f 1 I LEGEf�ID NOTE: CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL PROPOSED WORK MEETS ADA REQUIREMENTS REFER. TO,mm.—s5-1.,N.g.vl �---� BOUNDARY LINE a EX- WATER METER (T EX TELEPHONE MANHOLE ala -41,1,1,- ,d4Eds-d.j rim -- --- RIGHT OF `.NAY LINE ig PROP. WATER METER 115X. TRAFFIC SIGNAL LIGHT -------- eMEMfTr LINE — EXISTING CONCRETE CURB AND GUTTER C P EX. SPRINKLER VALVE 0 EX, TRAFFIC CONTROL BOX NOTE: CONTRACTOR SHAL'_CONSTRUCT AND INSTALL WHEEL STOPS, SIGNS, AND ADA RAMP AT PROPOSED CONCRETE CURB AND GUTTER o EX. AUTO SPRINKLER 0 EX FLAG POLE ALL HANDICAP SPACES HANK'S FURNITURE H—'S5 NRNITURE LOT I, 3CWYlN ZUNIS CCNMERCA- Ap.ITION P.B. I, OE. 110 zo,'E Pm NMI �I I f fI I i E ! 1!! I1� 40M 11 tv Hil I COMMERCIAL AREA STEPHEN RI LE PHARMACY BOWMAN RIGHT-OF-WAY DEDICATION - 3,659.71 SF ® STEPHEN L. LAFRANCE PHARMACY KANS RIGHT-OF-WAY CEDICATION -18,72644 SF AFL DEVELOPMENT. LLC KAKIS RIGHT -DF -WAY CEDICATION -15,406 84 SF �Y II I I II I II I 1 I !�� 1 J I I III j' I II I II I I I I I 9PI I I I N' I I I �I 1 4 1 rl I I I II II I � II I 1 11L� I`r I I I I I I f I • f 41( I � I til i I I Q f 5l1 I 0 i I I ( I S. 0 If j IIE)L SO,ST 01 II Al I ( I II ) I PROP. ss 1 I I iJ a. I i I ❑i F I� II 1 I I I! I� I1 j 0 II �� F t i %II I ,L Illlllli�ln � Illli#irlll UH E)OSTING UNDEVELOPED LAND ZONED P.O.D. (ZONING TO REMAIN THE SAME) `�Lsarc ra S6 PROPOSED LOWE'S DE'IELOPMENT PROPOSED RZD- ZONING r �A B PROPOSED KANIS ROAD IMPROVEMENTS SCALE M FEET f t, id+r TAE CrLL'a O 50 75 100' Lte)AR E IC E NOI MT:RING , p Box Ii53d OB- N Ali 1'11Yahom• CTING I`p`.OX 73113 Imllls , C:01.0K M... IBS 0.2372 vnore ius a.,.zs7z AC72m cnlnr LOCATION MAP. R 13 W AIXM ROAD r N PROTECT LOCATION TAI NOT io scALE PROJECT: LOWE'� LML.E ROCK, ARKANSAS W� PROJECT NUMBER: 15010 DRAWING DATE: 01.0816 ISSUE DATE: 01.OB.16 SEAL rrllf*�IAf� SUBMITTAL: ISSUED FOR REVIEW REVISIONS: ME: m THESE PUNS AND DRAWINGS ARE NOT TO BE RE'ROOLCED, C—ICEO OR COP EO IN WYFORN OR MANNER WHATSOEVER WITHOUT FIRST carr GOA�Rm-11B.UL�CIBI NiHI—COASEETT uEBE LSE.,Oi coN6TRUCI ICN VIAE. THE MlEw THE mIE �AANsw —EE SOETOA-E9 THEDRAWINAOATF,TC CIUNOEs AOR. PROM THESE PVNS WITNCUT CONSENT OF CE OAR CREEK CON TILTING .11C A LCHsnI IHG ANCS POHT 9COFO�ER DRAWING TITLE OVErRALL SITE PLAN SHEET: C1.00 tr � MEET 8 MATCHi `� FIANK'S FURNITURE' EXISTING I TYP) ( _ f/ 11IX. GRATED INLET PROP. CURB INLET (T!P) / 1 -K'S cuRNlnla: `� LOT 1, BOWH- NNIIS _y1 COMM£P41AL -12. B. E JN Ib, S FIX' f ! P ZONaO II IG �L CONST 44744LF-OF a4a e- ,00 // :Z, -- d MEET 6 MATCH EXISTING (TYP) IGH RETAINING WALL MEET 8 MATCH I STRUCTURAL PLANS ,qL, / EXISTING (TYP) PROP- STOP EAR 541 STOPSIGN FOR DETAILS IX FlREI111'LL`RN7T_ 9 STOP DUUi WI STOPSK3N _ 1 _zz,717 JNCTEON BOX (TYP) j EIC £E' 14{14[116 II I t I! I I r ' r r c-� I / I I III I I II I I 1 r I Fr r c' I�� I �.11 I I ill rl 1 �, / � I• { 1 MEET6NA7CH— •` , I ( EMSTINB[fYPJ I R20' PROP. Si(p BART (y ! 1 wr570p ilt3N I ! III I ' a !! f I p f) X516.28 LFANC CURB $Aw curANG CURB w 11 f REMOVAL PROP, STOP III �,ffj''';; wT S" fill% II iI I 1 ¢� 1 m ILIE£i d MATyc", !—1 III E)GSTIw(T� Lo fill I I¢ II I- III MEET 6 MATCH 1 r r LEIS -TING [TYP) ! R3 R1 CONST. 63.155 L F. OF I I CURB & GOT TER I CURB RETURN To 1 ( 6. BE REMOVED 1 I�.. lJEE'T 3 MATCH I R' F'1011 r EXISTING {T YPI I 2c ! I I PP. I I REOP, Ss• ! 1 I 133' R. r rll �1 Irl I!I I , • Rio' ilj f I I CONST. 613.18 LF.9F 0'AT HIGH RETAINING WALL f I ER TO STRUCTURAL PLANS r.Fr EFST I III 9 PROP. 180 SF PYLON 5[0'7 I ri Tf5• 11 l -I IO 7 +— ---—^—^�—'— r. _ —I • L -PROP. SS MANHOLE 4 t a (D EX_ TELEPHONE MANHOLE '� Yc4 I r PROP. WATER METER PROP. GUARDRAIL RQAd 120 I2 LF, FULL DEPTH SAKI CUT AND CURB '�T I f — REMOVAL EXISTING CONCRETE CURB AND GUTTER REFER TO ARCHITECTURAL 13 PROPOSED CONCRETE CURB AIVD GUTTER --------------T 0 EJC FLAG POLE — — — PLANS FOR DETAILSf O EX. ELECT PEDESTAL I i COMMERCIAL AREA 1 VACANT AREA © EX. GREASE TRAP (--7 I I "JAS LINE O EX_ El METER ® EX. SS MANHOLE 1 PR:C'P. TRASH COMPACTOR ELECT. METER ® PROP. SS MANHOLE — FO — UNDERGB OUND FIBER OPTIC T❑ PROP. I REFER TO ARCHITECTURAL PLANS FOR DETAILS SANITARY SEWER 0 EX. AIR CONDITIONER G ETC GAS METER —B'W— WATERLINE ---------------J PROP JUNCTION BOX(TYP) I♦ BENCHMARK A # EX. LIGHT POLE © EX. ELECT, MANHOLE -I- FIRE HYDRANT 0 EX- POWER POLE 00 PROP. LIGHT POLE OO EX STORM INANHOLE m WATERVALVE Jr PROM POWERPOLE C EX. BOLLARD PROP- TRENCH DRAIN ® EK WATER METER PR p- EX. TELEPHONE PED 9' g REFER TO ARCHITEC-URAL PLANS FOR DETAILS ; I T O LOWE'S G 5 LS W 9" SQUARE MODIFIED 6' a• (TYP 95,502 SF (SALES FLOOR) Rr 2 24,535 SF (GARDEN C8NTER) :e FFE = 467.10 2 n � , PROP. ADA SIGN (TYP) f x� W PROP. PAD MOUNTED TRANSFORMER amG 8OPU+ dSlC3Til STYpP-J7j •RI CONTRACTOR TO COORDINATEWITH SERVICE PROVIDER 1 PROP. FIRE- ; PROP- PAD MOUNTED GENERATOR ?gyp- 1 Rr m HYDRANT (TYP) REFER TO MEP PLANS FOR DETAILS I R7 , 6' PROP CURB INLET (rYP) --, j PROP, FIRE 1 28 17 HYDPoMrr rr'RI R _ 1 5' i �.t l�i iii ENS 4 PROP -35 BIL — — II ONTRACTOR 1S HIGH RETRININQ WALL _ — PROF'. STOP BAR WI STOP:kGN 4E. — _'PrY.LLL ACES — — ERTOTOSTRUCTUURRLPP S 511T 4 - - �.._..... _ I_ II I t I! I I r ' r r c-� I / I I III I I II I I 1 r I Fr r c' I�� I �.11 I I ill rl 1 �, / � I• { 1 MEET6NA7CH— •` , I ( EMSTINB[fYPJ I R20' PROP. Si(p BART (y ! 1 wr570p ilt3N I ! III I ' a !! f I p f) X516.28 LFANC CURB $Aw curANG CURB w 11 f REMOVAL PROP, STOP III �,ffj''';; wT S" fill% II iI I 1 ¢� 1 m ILIE£i d MATyc", !—1 III E)GSTIw(T� Lo fill I I¢ II I- III MEET 6 MATCH 1 r r LEIS -TING [TYP) ! R3 R1 CONST. 63.155 L F. OF I I CURB & GOT TER I CURB RETURN To 1 ( 6. BE REMOVED 1 I�.. lJEE'T 3 MATCH I R' F'1011 r EXISTING {T YPI I 2c ! I I PP. I I REOP, Ss• ! 1 I 133' R. r rll �1 Irl I!I I , • Rio' ilj f I I CONST. 613.18 LF.9F 0'AT HIGH RETAINING WALL f I ER TO STRUCTURAL PLANS r.Fr EFST I III 9 PROP. 180 SF PYLON 5[0'7 I ri Tf5• 11 l -I IO NOTE: CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL PROPOSED WORK MEETS ADA REQUIREMENTS REFER TO WvrW.aocess-board.govl ada-abWada5tandaMs-d4 Cfm NOTE: CONTRACTOR SHALL CONSTRUCT AND INSTALL "HEEL STOPS, SIGN'S, AND ADA RAMPS AT ALL HANDICAP SPACES, IJ � SITE NOTES I A CONTRACTOR SHALL REFER TO THE CONSTRUCTION DOCUMENTS INCLUDING BUT NOT LIMITED TO THE WRITTEN SPECIFICATIONS, CONSTRUCTION DRAWINGS, STORM WATER POLLUTION PLAIT, AND GEOTECHNICAL REPORT- a ALLCONSTRUCTION SHALL BE IN STRICTACCORDANCE WITH THE OWNERS DESIGN GUIDELINES AND SPECIFICATIONS, ARID WHERE APPLICABLE $HALL MEET THE REQUIR E NF, NTS OF TIE I' GOVERNINGIPERMIrTING AVri-roF HAVPIG JURISDICTION. C. CONTRACTOR IS RESPONSIBLE FORT OWN HORIZONTAL AND VERTICAL CONTROL, REFEYVENCE PONT$ AND CONSTRUCTION STAKINGAE INCECEN -AL YD THE PROJECT. D THECONTRACIIM SHALLFIELD VERIFY EXISTING ELEVATION.°u Cpr..RTY LOVESMTILRIESRURAdNAGE PRIOR TO CONSTRUCTION START. E ALL WORK NOT CLASSIFIED AS A CONTRACT PAY ITEM SHALL BE CONSK0tED A= INCIDENTAL AND THE COST THEREOF SHALL BE INCLUDED IN THE UNIT PRICE BID FOR ITEMS WHICH ARE CLASSIFIED FOR PAYMENT. F CONTRACTOR SHALL REFER TO THE ARCHITECTURAL AND MEP PLANS AND SPECIFICATIONS BEING A PART OF THE CONSTRUCTION DOCUMENTS FOR THE EXACT LOCATIONS PND DIMENSIONS OF ENTRY. EXIT PORCHES, PRECISE BUILDING DIMENSIONS, EXACTBUFLOINO UT1UT) ElVTf3ANCE. AND DOWNSPOUT LOCATIONSeEFr;OFICRTION50ETAIL9. G. ALL DIMENSIONS SHOWN ARE TO THE FACE OF CURB (FC) UNLESS OTHERWISE NOTED H PARKING LOT STRIPING SHALL BE 4- WIDE AND WHITE IN COLOR HANDICAP PARKING STALLS STRIPING AND SIGNAGE SHALL BE IN STRICT ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REQUIREMENTS I, UNLESS OTHERWISE NOTED ALL RADII SHALL BE 3' L BUILDING DIMENSIONS ARE TO OUTSIDE OF MASONRY,UNLESS OTHERWISE SHOWN K CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS AND SPECIFICATIONS FOR ACTUAL LOCATION AND DETAILS OF ALL UTILITY ENTRANCES. CONTRACTOR SHALL COORDINATE INSTALLATION OF UTILITIES IN SUCH A MANNER AS TO AVOID CONFLICTS AND ASSURE PROPER DEFTI'S ARE ACHIEVED, AS WELL AS COORDINATED WITH ANY UTILITY COMPANIES FOR APPROVED LOCATIONS AND SCHEDULING OF TIE-INSICONNECTIONS TO THEIR FACILITIES. L. REFER TO ARCHITECTURE PIANS FOR SITE LIGHTING ANO ELECTRICAL 03NOLRT FLANS. POLE LI]CArKM ARE SHOWN ON THIS SHEET FOF REFERENCE OMLY. TF IS THE CONTRACTpITS RESPC+LSIWL$TY TO IDENTIFY ANG ADAJST ANY CONSTRUCTED CONFLICTS WTH UNDERGROUND UTIU-IES. 51DBWALKS, ETC M CHECK ARCHITECTURAL PLANS FOR EXACT DOWNSPOUT LOCATIONS. N CONTRACTOR SHILL REFER TO LANDSCAPE AND IRRIGATION PLAN FOR LOCATION AND CONSTRUCTION DETAILS OF LANDSCAPING AND IRRIGATION. SITE DATA. LOT INFORMATION: ZONING -XX(moco00(XX) PROPOSED USE RETAIL LOT SIZE: 11,66 ACRES (516,914.48 SF) 6UILDING SIZE: 120,037 SF ALLOWABLE BUILDING HEIGHT: XX FEET PROPOSED BUILDING HEIGHT: XX FEET BUILDING LAND COVERAGE: 23 22% PARKING REQUIREMENTS: CRITERIA TOTAL REQUIRED PARKING: 393 P S. TOTAL PROVIDED PARKING: 393 P S HANDICAP PARKING REQUIREMENTS: PROVIDED: 3 RS IMPERVIOUS SURFACE AREA: TOTAL OVERALL AREA: 516,914 48 SF EXISTING IMPERVIOUS AREA 20,293 49 SF (3.93%) PROPOSED IMPERVIOUS SURFACE AREA: 365,115.90 SF VO 64%) TOTAL IMPERVIOUS AREA: 385.414.39 SF (74-57%) LANDSCAPED AREA: TOTAL OVERALL AREA 518,914.46 SF REQUIRED LAN DSCAPE AREA 41,1353 SF (0.00%) PROPOSED LANDSCAPE AREA' 131.500 SF (25.43%) 7 +— ---—^—^�—'— r. _ —I / r MEET B MATCH EXISTING (TYP) BOUNDARY UNE 0 EX. WATER METER (D EX_ TELEPHONE MANHOLE '� Yc4 -------------� r PROP. WATER METER MEET 8 MATCH— EXISTING(TVP) RQAd 120 I2 LF, FULL DEPTH SAKI CUT AND CURB EASEMENTUNE SPRINKLER VALVE f — REMOVAL EXISTING CONCRETE CURB AND GUTTER CF' E;C 13 PROPOSED CONCRETE CURB AIVD GUTTER o EC AUTO SPRINKLER 0 EJC FLAG POLE — — — PROPOSED FIRE LANE STRIPING O EX. ELECT PEDESTAL CR EJC YARD LIGHT COMMERCIAL AREA OVERHEAD ELECTRIC UNDERGROUND ELECTRIC VACANT AREA © EX. GREASE TRAP (--7 I I "JAS LINE O EX_ El METER ® EX. SS MANHOLE —UOT— NOTE: CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL PROPOSED WORK MEETS ADA REQUIREMENTS REFER TO WvrW.aocess-board.govl ada-abWada5tandaMs-d4 Cfm NOTE: CONTRACTOR SHALL CONSTRUCT AND INSTALL "HEEL STOPS, SIGN'S, AND ADA RAMPS AT ALL HANDICAP SPACES, IJ � SITE NOTES I A CONTRACTOR SHALL REFER TO THE CONSTRUCTION DOCUMENTS INCLUDING BUT NOT LIMITED TO THE WRITTEN SPECIFICATIONS, CONSTRUCTION DRAWINGS, STORM WATER POLLUTION PLAIT, AND GEOTECHNICAL REPORT- a ALLCONSTRUCTION SHALL BE IN STRICTACCORDANCE WITH THE OWNERS DESIGN GUIDELINES AND SPECIFICATIONS, ARID WHERE APPLICABLE $HALL MEET THE REQUIR E NF, NTS OF TIE I' GOVERNINGIPERMIrTING AVri-roF HAVPIG JURISDICTION. C. CONTRACTOR IS RESPONSIBLE FORT OWN HORIZONTAL AND VERTICAL CONTROL, REFEYVENCE PONT$ AND CONSTRUCTION STAKINGAE INCECEN -AL YD THE PROJECT. D THECONTRACIIM SHALLFIELD VERIFY EXISTING ELEVATION.°u Cpr..RTY LOVESMTILRIESRURAdNAGE PRIOR TO CONSTRUCTION START. E ALL WORK NOT CLASSIFIED AS A CONTRACT PAY ITEM SHALL BE CONSK0tED A= INCIDENTAL AND THE COST THEREOF SHALL BE INCLUDED IN THE UNIT PRICE BID FOR ITEMS WHICH ARE CLASSIFIED FOR PAYMENT. F CONTRACTOR SHALL REFER TO THE ARCHITECTURAL AND MEP PLANS AND SPECIFICATIONS BEING A PART OF THE CONSTRUCTION DOCUMENTS FOR THE EXACT LOCATIONS PND DIMENSIONS OF ENTRY. EXIT PORCHES, PRECISE BUILDING DIMENSIONS, EXACTBUFLOINO UT1UT) ElVTf3ANCE. AND DOWNSPOUT LOCATIONSeEFr;OFICRTION50ETAIL9. G. ALL DIMENSIONS SHOWN ARE TO THE FACE OF CURB (FC) UNLESS OTHERWISE NOTED H PARKING LOT STRIPING SHALL BE 4- WIDE AND WHITE IN COLOR HANDICAP PARKING STALLS STRIPING AND SIGNAGE SHALL BE IN STRICT ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REQUIREMENTS I, UNLESS OTHERWISE NOTED ALL RADII SHALL BE 3' L BUILDING DIMENSIONS ARE TO OUTSIDE OF MASONRY,UNLESS OTHERWISE SHOWN K CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS AND SPECIFICATIONS FOR ACTUAL LOCATION AND DETAILS OF ALL UTILITY ENTRANCES. CONTRACTOR SHALL COORDINATE INSTALLATION OF UTILITIES IN SUCH A MANNER AS TO AVOID CONFLICTS AND ASSURE PROPER DEFTI'S ARE ACHIEVED, AS WELL AS COORDINATED WITH ANY UTILITY COMPANIES FOR APPROVED LOCATIONS AND SCHEDULING OF TIE-INSICONNECTIONS TO THEIR FACILITIES. L. REFER TO ARCHITECTURE PIANS FOR SITE LIGHTING ANO ELECTRICAL 03NOLRT FLANS. POLE LI]CArKM ARE SHOWN ON THIS SHEET FOF REFERENCE OMLY. TF IS THE CONTRACTpITS RESPC+LSIWL$TY TO IDENTIFY ANG ADAJST ANY CONSTRUCTED CONFLICTS WTH UNDERGROUND UTIU-IES. 51DBWALKS, ETC M CHECK ARCHITECTURAL PLANS FOR EXACT DOWNSPOUT LOCATIONS. N CONTRACTOR SHILL REFER TO LANDSCAPE AND IRRIGATION PLAN FOR LOCATION AND CONSTRUCTION DETAILS OF LANDSCAPING AND IRRIGATION. SITE DATA. LOT INFORMATION: ZONING -XX(moco00(XX) PROPOSED USE RETAIL LOT SIZE: 11,66 ACRES (516,914.48 SF) 6UILDING SIZE: 120,037 SF ALLOWABLE BUILDING HEIGHT: XX FEET PROPOSED BUILDING HEIGHT: XX FEET BUILDING LAND COVERAGE: 23 22% PARKING REQUIREMENTS: CRITERIA TOTAL REQUIRED PARKING: 393 P S. TOTAL PROVIDED PARKING: 393 P S HANDICAP PARKING REQUIREMENTS: PROVIDED: 3 RS IMPERVIOUS SURFACE AREA: TOTAL OVERALL AREA: 516,914 48 SF EXISTING IMPERVIOUS AREA 20,293 49 SF (3.93%) PROPOSED IMPERVIOUS SURFACE AREA: 365,115.90 SF VO 64%) TOTAL IMPERVIOUS AREA: 385.414.39 SF (74-57%) LANDSCAPED AREA: TOTAL OVERALL AREA 518,914.46 SF REQUIRED LAN DSCAPE AREA 41,1353 SF (0.00%) PROPOSED LANDSCAPE AREA' 131.500 SF (25.43%) LEGEND �• BOUNDARY UNE 0 EX. WATER METER (D EX_ TELEPHONE MANHOLE ------ RIGHT OF WAY LINE r PROP. WATER METER B EX TRAFFIC SIGNAL LIGHT ---------- EASEMENTUNE SPRINKLER VALVE EX, TRAFFIC CONTROL BOX EXISTING CONCRETE CURB AND GUTTER CF' E;C 13 PROPOSED CONCRETE CURB AIVD GUTTER o EC AUTO SPRINKLER 0 EJC FLAG POLE — — — PROPOSED FIRE LANE STRIPING O EX. ELECT PEDESTAL CR EJC YARD LIGHT —ONE— — USE OVERHEAD ELECTRIC UNDERGROUND ELECTRIC C3 E:C ELECT TRANSFORMER © EX. GREASE TRAP = O,LS�� "JAS LINE O EX_ El METER ® EX. SS MANHOLE —UOT— UNDERGB OUND TELEPHONE ELECT. METER ® PROP. SS MANHOLE — FO — UNDERGB OUND FIBER OPTIC T❑ PROP. —5-48 SANITARY SEWER 0 EX. AIR CONDITIONER G ETC GAS METER —B'W— WATERLINE I EX. SIGNAGE A PROP. GAS INETER I♦ BENCHMARK # EX. LIGHT POLE © EX. ELECT, MANHOLE -I- FIRE HYDRANT 0 EX- POWER POLE 00 PROP. LIGHT POLE OO EX STORM INANHOLE m WATERVALVE Jr PROM POWERPOLE C EX. BOLLARD ® EK WATER METER PR p- EX. TELEPHONE PED ® O m Pi PROP INLETS (SEE GRADING PLAN FOR TYPE) NOTE: CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL PROPOSED WORK MEETS ADA REQUIREMENTS REFER TO WvrW.aocess-board.govl ada-abWada5tandaMs-d4 Cfm NOTE: CONTRACTOR SHALL CONSTRUCT AND INSTALL "HEEL STOPS, SIGN'S, AND ADA RAMPS AT ALL HANDICAP SPACES, IJ � SITE NOTES I A CONTRACTOR SHALL REFER TO THE CONSTRUCTION DOCUMENTS INCLUDING BUT NOT LIMITED TO THE WRITTEN SPECIFICATIONS, CONSTRUCTION DRAWINGS, STORM WATER POLLUTION PLAIT, AND GEOTECHNICAL REPORT- a ALLCONSTRUCTION SHALL BE IN STRICTACCORDANCE WITH THE OWNERS DESIGN GUIDELINES AND SPECIFICATIONS, ARID WHERE APPLICABLE $HALL MEET THE REQUIR E NF, NTS OF TIE I' GOVERNINGIPERMIrTING AVri-roF HAVPIG JURISDICTION. C. CONTRACTOR IS RESPONSIBLE FORT OWN HORIZONTAL AND VERTICAL CONTROL, REFEYVENCE PONT$ AND CONSTRUCTION STAKINGAE INCECEN -AL YD THE PROJECT. D THECONTRACIIM SHALLFIELD VERIFY EXISTING ELEVATION.°u Cpr..RTY LOVESMTILRIESRURAdNAGE PRIOR TO CONSTRUCTION START. E ALL WORK NOT CLASSIFIED AS A CONTRACT PAY ITEM SHALL BE CONSK0tED A= INCIDENTAL AND THE COST THEREOF SHALL BE INCLUDED IN THE UNIT PRICE BID FOR ITEMS WHICH ARE CLASSIFIED FOR PAYMENT. F CONTRACTOR SHALL REFER TO THE ARCHITECTURAL AND MEP PLANS AND SPECIFICATIONS BEING A PART OF THE CONSTRUCTION DOCUMENTS FOR THE EXACT LOCATIONS PND DIMENSIONS OF ENTRY. EXIT PORCHES, PRECISE BUILDING DIMENSIONS, EXACTBUFLOINO UT1UT) ElVTf3ANCE. AND DOWNSPOUT LOCATIONSeEFr;OFICRTION50ETAIL9. G. ALL DIMENSIONS SHOWN ARE TO THE FACE OF CURB (FC) UNLESS OTHERWISE NOTED H PARKING LOT STRIPING SHALL BE 4- WIDE AND WHITE IN COLOR HANDICAP PARKING STALLS STRIPING AND SIGNAGE SHALL BE IN STRICT ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REQUIREMENTS I, UNLESS OTHERWISE NOTED ALL RADII SHALL BE 3' L BUILDING DIMENSIONS ARE TO OUTSIDE OF MASONRY,UNLESS OTHERWISE SHOWN K CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS AND SPECIFICATIONS FOR ACTUAL LOCATION AND DETAILS OF ALL UTILITY ENTRANCES. CONTRACTOR SHALL COORDINATE INSTALLATION OF UTILITIES IN SUCH A MANNER AS TO AVOID CONFLICTS AND ASSURE PROPER DEFTI'S ARE ACHIEVED, AS WELL AS COORDINATED WITH ANY UTILITY COMPANIES FOR APPROVED LOCATIONS AND SCHEDULING OF TIE-INSICONNECTIONS TO THEIR FACILITIES. L. REFER TO ARCHITECTURE PIANS FOR SITE LIGHTING ANO ELECTRICAL 03NOLRT FLANS. POLE LI]CArKM ARE SHOWN ON THIS SHEET FOF REFERENCE OMLY. TF IS THE CONTRACTpITS RESPC+LSIWL$TY TO IDENTIFY ANG ADAJST ANY CONSTRUCTED CONFLICTS WTH UNDERGROUND UTIU-IES. 51DBWALKS, ETC M CHECK ARCHITECTURAL PLANS FOR EXACT DOWNSPOUT LOCATIONS. N CONTRACTOR SHILL REFER TO LANDSCAPE AND IRRIGATION PLAN FOR LOCATION AND CONSTRUCTION DETAILS OF LANDSCAPING AND IRRIGATION. SITE DATA. LOT INFORMATION: ZONING -XX(moco00(XX) PROPOSED USE RETAIL LOT SIZE: 11,66 ACRES (516,914.48 SF) 6UILDING SIZE: 120,037 SF ALLOWABLE BUILDING HEIGHT: XX FEET PROPOSED BUILDING HEIGHT: XX FEET BUILDING LAND COVERAGE: 23 22% PARKING REQUIREMENTS: CRITERIA TOTAL REQUIRED PARKING: 393 P S. TOTAL PROVIDED PARKING: 393 P S HANDICAP PARKING REQUIREMENTS: PROVIDED: 3 RS IMPERVIOUS SURFACE AREA: TOTAL OVERALL AREA: 516,914 48 SF EXISTING IMPERVIOUS AREA 20,293 49 SF (3.93%) PROPOSED IMPERVIOUS SURFACE AREA: 365,115.90 SF VO 64%) TOTAL IMPERVIOUS AREA: 385.414.39 SF (74-57%) LANDSCAPED AREA: TOTAL OVERALL AREA 518,914.46 SF REQUIRED LAN DSCAPE AREA 41,1353 SF (0.00%) PROPOSED LANDSCAPE AREA' 131.500 SF (25.43%) EDAR IU- E K ENGINEERING- TIA %KF'X- CONSIIITING P Q BOS14t34 01,1 Noma Cry, OK 73113 I.M@reLzrr+cchlncmm fto 4054062372 ARG 3001 nlnn LOC4TION MAP. n 13 VI ATA N5 ROAD r 1 � 4 " FRQIECs LOCATION 0 NOT TO SCALE PROJECT: LDWE'S' LITTLE ROCK, ARKANSAS PROJECT NUMBER: 15010 DRAWING DATE: 01-08.16 ISSUE DATE: 01.08. 16 SEAL SUBMITTAL ISSUED FOR REVIEW REVISIONS: wB: a4E THESE PIANS AND DRAWINGS GRE NOT TO BE •RODCCED, CH -GED Oa OOP EOIN.W Y FORM OP MANNER WHATSOEVER WITHOUT FIRST OF CAECA �CREECO"BumNGIN- TII"9 ­m: Ir TO B: UBED FOG COR-0ICx UNLESS TH _ WTE MTB TRE 2LOCK—DEa WHx OR POST WTES THE DRAWING DATE - RANGES MADE FROM THERE PL -a WRHCUT CONSENT OF CE OAR CREEK OONGULTI 111C ARE ml WTHOIU2 . M'D OHALL RELIEVE CEO -CREEK CC HSULTING OF KESPD E-LITY FOR ALL DRAWING TITLE SITE PLAN SHEcT: [1.01 SLI 4:f rA 1� O r � SCALL !1 iE:T tiw ❑ 50' TS 100' s ort [>•� EDAR IU- E K ENGINEERING- TIA %KF'X- CONSIIITING P Q BOS14t34 01,1 Noma Cry, OK 73113 I.M@reLzrr+cchlncmm fto 4054062372 ARG 3001 nlnn LOC4TION MAP. n 13 VI ATA N5 ROAD r 1 � 4 " FRQIECs LOCATION 0 NOT TO SCALE PROJECT: LDWE'S' LITTLE ROCK, ARKANSAS PROJECT NUMBER: 15010 DRAWING DATE: 01-08.16 ISSUE DATE: 01.08. 16 SEAL SUBMITTAL ISSUED FOR REVIEW REVISIONS: wB: a4E THESE PIANS AND DRAWINGS GRE NOT TO BE •RODCCED, CH -GED Oa OOP EOIN.W Y FORM OP MANNER WHATSOEVER WITHOUT FIRST OF CAECA �CREECO"BumNGIN- TII"9 ­m: Ir TO B: UBED FOG COR-0ICx UNLESS TH _ WTE MTB TRE 2LOCK—DEa WHx OR POST WTES THE DRAWING DATE - RANGES MADE FROM THERE PL -a WRHCUT CONSENT OF CE OAR CREEK OONGULTI 111C ARE ml WTHOIU2 . M'D OHALL RELIEVE CEO -CREEK CC HSULTING OF KESPD E-LITY FOR ALL DRAWING TITLE SITE PLAN SHEcT: [1.01 0 2 W O z Q Go --- -- --- . -.- - - -- - I I I I I -J [1LRDCORSTORACIE // I 1 I r . ■ OUTDOOR SALESIDISPLAY LOINE'S "SQUARE MODIFIED 95,502 SF (SALES FLOOR) 24,535 SF (GARDEN CENTER) FFE = 467.10 I-IANK'S FURNITURE HANK'SS 1011 :Rf Lor I, BgVMAN KANIs GOMMERCI AW NON Pe. I, a ]G zona 9co O}SFLAYlSALES Q a_ o - - - - - ! KANfS RQAIb� y JI�-���� II` COMMERCIAL AP,EA VACANTAREA � j'--� � �—� �, • LEGEND SITE NOTES BOUNDARY LINE 0 EX WATER METER OT EX TELEPHONE MANHOLE ----- RIGHT OF WAY LINE PROP WATER METER B EJC TRAFFIC SIGNAL LIGHT ------ EASEMENT LINE EXISTING CONCRETE CURB AND GUTTER 0 EC SPRINKLER VALVE 13 EX. TRAFFIC CONTROL BOX PROPOSED CONCRETE_ CURB AND GUTTER OAS EC AUTO SPRINKLER 0 EX FLAG POLE — — — — PROPOSED FIRE LANE STRIPING EPO D EX. ELECT PEDESTAL GR EX YARD LIGHT — ONE— OVERHEAD ELECTRIC — UGE— UNDERGROUND ELECTRIC O EX ELECT TRANSFORMER © EX. GREASE TRAP — OAS— OAS LINE 0 E( ELECT METER ® EX. SS MANHOLE — UOT— UNDERGROUND TELEPHONE —FO — UNDERGROUND FIBER OPTIC *❑ PROP. ELECT METER ® PROP. SS MANHOLE — 6"Ss — SANITARY SEWER pG E(. AIR CONDITIONER G EX GAS METER —a W— WATERLINE CONSTRUCTION START E (� BENCHMARK 1 EX SIGNAGE A, PROP. GAS METER 4 EC LIGHT POLE 0 EX. ELECT- MANHOLE -� FIRE HYDRANT 0 EX. POWERPCLE 0-0 PROP. LIGHT POLE EX -STORM MANHOLE T WATERVALVE 0 PROP. POWER POLE 0 EC BOLLARD ® EX WATER METER PIT O" EX. TELEPHONE PED. ®0 m pl PROP INLETS (SEE GRADING PLAN FOR TYPE) NOTE: CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL PROPOSED WORK MEETS ADA REQUIREMENTS REFER TO EAVW.acce—board gwl ada-aba/adastandanls-do) cfm NOTE: CONTRACTOR SHALL CONSTRUCT AND INSTALL WHEEL STOPS, SIGNS, AND ADA RAMPS IAT ALL HANDICAP SPACES II i II I I II I I II I I 1 I II j 1 I .] C �I III I III lit I II o I I 1 I} f I! I I 1 rl I I I ! ► I `I :11 I I ItI I I III i�� I _ II R 1 0� D I ►II 1 1f1 I v I I 1 n I r I I� U I 111 I I )II ! I I Il wW I I I II I I PROP. Ss 1'x 1 1 III RA" 'x � I ca j I �� III ❑ I1 fjl U�I i I I eri I I� n II 1 V I III I IIIIA 1j 11 y4VIlllllll�ll i �_ e�"—nom Ilill�dll ! � OH .YJ _ OUTDOOR STORAGE DISPLAY LEGEND OUT=- VZS= OU ® DISLDINGS) SITE NOTES A CONTRACTOR SHALL REFER TO THE CONSTRUCTION DOCUI4ENTS INCLUDING BUT NOT LIMITED TO THE WRITTEN SCALE N FES G w 75 ICG' SPECIFICATIONE:, CONSTRUCTION DR/IWINGS. STORM WATER POLLUTION PLAN, PND GEOTECHNICAL. REPORT. B. ALL CONSTRUCTION SHALL BE IN STRICTA0009DANCE WITH THE OWNERS DESIGN GUIDELINES AND SPECIFlCATOD". AND WHERE APPLICABLE SHALL MEET THEREQUIREMENTS OF THE GOVERNINGIPERMITTING AUTHORITY HAWNG AMSOIC7'ION. C CONTRACTOR IS RESPONSIBLE FOR THEIR OWN HORIZONTAL AND VERTICAL CONTROL, REFERENCE PCLNTS AND CONSTRUCTION STAKINGAS INCLOFN'AL TO THE PROJECT. D THE CONTRACTOR SHALL FIELD VERIFY EXISTING ELEVATIONSIPROPEPW UNESIUTILITI=S/DRAINAGE PRIOR TO CONSTRUCTION START E ALL WORK NOT CLASSIFIED AS A C C,,r TRACT PAY REM SHALL BE CONSIDERED AS INGDENTAL AND THE COST THEREOF SHALL BE INCLU:O IN THE UNIT PRICE BID FOR ITEMS WHICH ARE CLASSIFIED FOR PAYMENT, F. CONTRACTOR SHALL REFERTO THE ARCHITECTURAL AND MEP PLANS AND SPECIFICATIONS BEING A PART OF THE CONSTRUCTION DCC UMENTS FOR THE EXACT LOCATIONS AND DIMENSIONS OF ENTRY, EXIT PORCHES, PRECISE BUILDING OIMEN91ONS, E XACTSULLDING UTILFTY ENTRANCE AND DOWNSPOUT LOCATIONS*PECiFECATIONS'DErAlt,% G ALL DIMENSIONS SHOWN ARE TO THE FACE OF CURB (FC) UNLESS OTHERWISE NOTED - H PARKING LOT STRIPING SHALL BE 4'WIDE AND WHITE IN COLOR HANDICAP PARKING STALLS STRIPING AND SIGNAGE SHALL BE W STRICT ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REQUIREMENTS UNLESS OTHERWISE NOTED ALL RADII SHALL BE 3'. J. BUILDING DIMENSIONS ARE TO OUTSIDE OF MASONRY, UNLESS OTHERWISE SHCIWN K CONTRACTOR S.1ALL REFERTO THE ARCHITECTURAL PLANS AND SPECIFICAIIONS FOR ACTUAL LOCATION AND DETAILS OF ALL UTILITY ENTRANCES. CONTRACTOR SHALL COORDINATE INSTALLATION OF UT1fTIES IN SUCH A MANNER AS TO AVOID CONFLICTS AND ASSURE PROPER DEF?HS ARE ACHIEVED, AS WELL AS COORDINATED WITH ANY UTILITY COMPANIES FOR APPROVED LOCATIONS AND SCHEDULING OF TIE-INSICONNECTIONS TO THEIR FACILITIES L REFER TO ARCHITECNRE PLANS FOR SITE LIGHTING AND ELECTRICAL C014DUfT PLANS, POLE LOCATIONS ARE SHOW11 ON THIS SHEET FOR REFERENCE ONLY- I F IS THE CONTRACTOR'S RESPONSIBILITY TO IDENTIFY AND ADJUST ANY CONSTRUCTED CONFLICTS WITH U..WERGROUND UTILITIES, SIDEWALKS, ETC. M. CHECK ARCHITECTURAL PLANS FOR EXACT DOWNSPOUT LOCATIONS. N CONTRACTOR SHALL REFERTO LANDSCAPE AND IRRIGATION PLAN FOR LOCATION AND CONSTRUCTION DETAILS OF LANDSCAPING AND IRRIGATION. OUTDOOR STORAGE DISPLAY LEGEND OUT=- VZS= OU ® DISLDINGS) S N ED IDAuR LVA 1` E NGINF,RING •FIAK1ING • CONSUITING F.d. m" 14W4 ONG Awn Cty, OK 73113 1mIWIBSL Ph—OSANFews,Iosz37z ARR CA 3001 ITnvm LOCATION MAP: R 13 NI PROAC 7 LOCATION 0 NtlT TO SCALE PROJECT: LITTLE ROCK, ARKANSAS PF OJECT NUMBER 15010 DRAWING DATE: 01.06.16 ISSUE DATE: 010816 SEAL M�� SUBMITTAL' ISSUED FOR REVIEW REVISIONS: TEE: WE THESE PIANS ANO bRAWINOS ARE NOT TO EE RE>FAOLOEO ORANGE. OR GOP EO IN WT F— MANNER WHATSOEVER %TIN OUT FIRST EIGTREWRITTEIIPEIB0— Ano COH4HT OF GS= GREEK CONSULTING w_ nils BRUT IS ,ETO USED FO—GHS-1— OGHSTRUGI ICN UMESS THE S BE OATS wTME nnE BLOIX xwtlGESWOHON OST 0RT" E DRAMNQ SE FLANS WIOTHE UTIGONSEGHANGEF CEDAR GREEK OONSULTING INCE A UNALTHGW}E., AND SHALL RELIEIE GEDAR GR - GC NSULTING OF RESPONSIBILITY FOR ALL DRAWING TITLE: OUTDOOR STORAGE DISPLAY PLAN SHEET: C1.0,2 0 SCALE N FES G w 75 ICG' r P t~ •r� ,s S N ED IDAuR LVA 1` E NGINF,RING •FIAK1ING • CONSUITING F.d. m" 14W4 ONG Awn Cty, OK 73113 1mIWIBSL Ph—OSANFews,Iosz37z ARR CA 3001 ITnvm LOCATION MAP: R 13 NI PROAC 7 LOCATION 0 NtlT TO SCALE PROJECT: LITTLE ROCK, ARKANSAS PF OJECT NUMBER 15010 DRAWING DATE: 01.06.16 ISSUE DATE: 010816 SEAL M�� SUBMITTAL' ISSUED FOR REVIEW REVISIONS: TEE: WE THESE PIANS ANO bRAWINOS ARE NOT TO EE RE>FAOLOEO ORANGE. OR GOP EO IN WT F— MANNER WHATSOEVER %TIN OUT FIRST EIGTREWRITTEIIPEIB0— Ano COH4HT OF GS= GREEK CONSULTING w_ nils BRUT IS ,ETO USED FO—GHS-1— OGHSTRUGI ICN UMESS THE S BE OATS wTME nnE BLOIX xwtlGESWOHON OST 0RT" E DRAMNQ SE FLANS WIOTHE UTIGONSEGHANGEF CEDAR GREEK OONSULTING INCE A UNALTHGW}E., AND SHALL RELIEIE GEDAR GR - GC NSULTING OF RESPONSIBILITY FOR ALL DRAWING TITLE: OUTDOOR STORAGE DISPLAY PLAN SHEET: C1.0,2 I Tl �i W 0567 N, emu DawE To t P B. I. ANN Drnnin PG. 120 RETAINING WALL'C „ % •��, ;i zONE PG0 SEE SHEET 03.00Tc4T.1] TCel4a T _j TC S �{ MEET8 MATCH 063" 04@,00 G esa si EXISTING Jrro 069 •T I� GPI.LE BREAK ITYP) TC 80.70 TC gp 19 GW.a7 WlT a OTE-IO59SB 69 _1w I viiu - resm . - �.. - Ga0 U TCN Y iC'..{9E E roww 4G6 GR4DE BREAK (TTP) n';1_ rwe"'i}e x j Gw � � •�, Tc a ���'''''' I G6a �� I res 1 Gk -42k � I--1 TG 6677 TP 6106 *C •4f 00M L 6914 Ln iC M 10-1 SLOPE MAX. I K - G760 a T B .16 1I TOW 460 4a.W 1001 1� TC 7o II G 4a oyla Do art a01..0 WAT ra $0 I t mm.ly INSETAA �' CLLR 459 1GSa24 gLr eslO SEE THIS SHEETG'e�� 7( Ga 14 ( C'�.79 YGlmb ICON. 7Z ]9 TP-- rTF SiW 05419 FLAT AREA(TYP)y 7C 7Ari•i _ _ TC6au ___6�f■RJ 1 x -T 6, 6660 T13M TC. f Devi LORE'S Toa65� n6]w G�, x mw C. J � ? 94KSQUARE MODIFIED 66c1r c" rewHOdom I G 95,502 SF (SALES FLOOR) Tc Ge "3.83% 666 � GDgu o�5e n66aD - 24,535 SF (GARDEN CENTER) 1L°A6°.x G5,1 I WRI Cal i1 K .i1 S/ �yN6i GRADEBREAK(TYP) FEE=467.10 5C } -TP6s C 566 T❑6pf7 6x16 y I 1= IE CwxzJ TG l6.i{' C-6- `TC Til C6 J 3' I]TC id17 ❑Cd76 GE1 G yl 60.72 tc 7l aSYi 06 i] L 1Leasr rG6L TCI" 090 J1� Ger,IT � 6673 r^43' O77Qi 7C 60.30 I 'Mw TC69A6 4. 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BMW t641F�0,� 4GirCM :L T;. 7D 7C 6gM IGLr.W ; , >r v7li 13mJ1a RETAINING WALL "B" -� SEE S=HEET C30�r�=-n=-r u KANIS ROAD EJC 12' RCP TO BE FIEMOVED 8 PLUGGED !t� ACCORDING TO CITY CF LITTLE ROCK STANDAF0S VACANT AREA r 0576 1 G664 ad0.t L 468 IG 6 � ib1 I r046 Tca B' i" e6 s6 940 0.Oq 05 ,y RETAINING WALLA - 3 00 MEET x MATCH I1 A +i' �ff SEE SHE1IN If EXISTING (TYP) '� eA ✓ MEET 6 MATCH rr : 31'88! LF. OF EX 1B- RCP EXISTING (TYP) TO BE REMOVED 4717.60 d 6z1M , EX. 12" RCP TO BE - = REMOVED S PLUGGED ACCORDING TO CITY OF LITTLE ROCK STANDARDS -O / L-iillilllill�ll I COMMERCIAL AP,g( - LEGEND E4 12 ,1 0 E;CWATERMETER OT EX TELEPHONE MANHOLE ----- RIGHT OF WAY LINE w II li 13 EX TRAFFIC SIGNAL LIGHT p o P i1 n ryg - _ •_ - _ = EXISTING CONCRETE CURB AND GUTTER s EX. TRAFFIC CONTROL �1I 1C Os EX. AUTO SPRINKLER I N - - - PROPOSED FIRE LANE STRIPING C M off EX YARD LIGHT Yf F] ETC ELECT. TRANSFORMER © EX GREASE TRAP CAS - GAS LINEp EX ELECT. METER ® EX- SS MANHOLE -UGT- UNDERGROUND TELEPHONE E. ,I� II II u n -10 - UNDERGROUND FIBER OPTIC ❑T PROP. ELECT. METER PROP SS MANHOLE I li MEET AMATCH - J EXISTING (TM 617- WATERLINE I Tc 4679 1p G- ❑4626 I EX. SIGNAGE TP4»e rP7rn © EX. ELECT. MANHOLE FIRE HYDRANT 0 EX POWER POLE 00 PROP- LIGHT POLE Q EX. STORM MANHOLE V WATER VALVE A f PROR POWERPOLE un 1a 4116 MEET 8 MATCH ®OEMPI PROP 114LETS (SEE GRADING PLAN FOR TYPE) EXISTING(TYP) TC4A47 L n 2% CROSS SLOPE, HANDICAP PARKING.AND ACCESS AISLES SHALL NOT EXCEED 2% IN ANY DIRECTION A - EIL IV RCP TO 9_' REMOVEOiPLUGGED W ACCORDING TO CITY OF LLTME ROCKS7ANDARDS CONDITIONSIREDUIREMENTS SET FORTH IN THE PERMITS U i. L RETAIWNG WALL .V SEE SHIEETC300 "itt I I i CONTRACTOR TO RELOCATE ALL EXIS"ING UTILITIES WHICH ARE IN CONFLICT WITH PROPOSED IMPROVEMENTS. M. PROP. se I O SURFACE WATER DRAINAGE IS AWAY F ROM THE BUILDING AND PROVIDES POSITIVE DRAINAGE SO TFUAT NO STANDINGIPONDING WATER TAKES PLACE ON SITE OR ON ADJACENT PROPERTIES N m THE OWNERS DESIGN GUIDELINES AND SPECIFICATIONS, AND m ; j 0. THE BUILDING SUBGRADE SHALL BE CONSTRUCTED TO )I AS SHOWN ON THE PLANS, OR AS DIRECTED BY THE OWNER. P. 0576 1 G664 ad0.t L 468 IG 6 � ib1 I r046 Tca B' i" e6 s6 940 0.Oq 05 ,y RETAINING WALLA - 3 00 MEET x MATCH I1 A +i' �ff SEE SHE1IN If EXISTING (TYP) '� eA ✓ MEET 6 MATCH rr : 31'88! LF. OF EX 1B- RCP EXISTING (TYP) TO BE REMOVED 4717.60 d 6z1M , EX. 12" RCP TO BE - = REMOVED S PLUGGED ACCORDING TO CITY OF LITTLE ROCK STANDARDS -O / L-iillilllill�ll I COMMERCIAL AP,g( - LEGEND E4 12 �• BOUNDARY LINE 0 E;CWATERMETER OT EX TELEPHONE MANHOLE ----- RIGHT OF WAY LINE 0 PROP. WATER METER 13 EX TRAFFIC SIGNAL LIGHT ------ EASEMENT LINE o P 0 BOX - _ •_ - _ = EXISTING CONCRETE CURB AND GUTTER ETC SPRINKLER VALVE EX. TRAFFIC CONTROL PROPOSED CONCRETE CURB AND GUTTER Os EX. AUTO SPRINKLER o EX FLAG POLE - - - PROPOSED FIRE LANE STRIPING O EX ELECT PEDESTAL off EX YARD LIGHT - 014E - OVERHEAD ELECTRIC - UrE - UNDERGROUND ELECTRIC F] ETC ELECT. TRANSFORMER © EX GREASE TRAP CAS - GAS LINEp EX ELECT. METER ® EX- SS MANHOLE -UGT- UNDERGROUND TELEPHONE E. ® -10 - UNDERGROUND FIBER OPTIC ❑T PROP. ELECT. METER PROP SS MANHOLE -V'S - SANITARY SEWER 0 EX AIR CONDITIONER O EX GAS METER 617- WATERLINE REMOVAL BE REQUIRED. G- If BENCHMARK I EX. SIGNAGE A PROP. GAS METER +1�`,- EX_ LIGHT POLE © EX. ELECT. MANHOLE FIRE HYDRANT 0 EX POWER POLE 00 PROP- LIGHT POLE Q EX. STORM MANHOLE V WATER VALVE A f PROR POWERPOLE o EC BOLLARD ® EX. WATER METER PIT T] EX. TELEPHONE PED. ®OEMPI PROP 114LETS (SEE GRADING PLAN FOR TYPE) 1 i E4 12 A CONTRACTOR SHALL REFER TO THE SITE SPECIFIC G - GUTTER GE-OTEdHNICAL REPORT FOR EXISTING SOIL CONDITIONS, J/_r_TP CONSIDERATIONS, AND RECOMMENDATIONS �TP 82.7 BW 42.91 BW 82.t LP- LOW POINT TP 66.01 TW Bc 11 7lV Od.4t BW 6315 SW -SIDEWALK PN 66.15 C PROP. GUARDRAIL LOWERS REFER TO ARCHITECFURAL 94K SQUARE MODIFIED BANS FOR OETAILS TPS -35 95,502 SF (SALES FLOOR) BW 8055 24,535 OF (GARDEN CENTER) TVI FFE = 467.10 E. ALL SITE EXCAVATION SHALL BE CONSIDERED UNCLASSIFIED EXCAVATION. F_ INSET A -A SCALE: 1 X30' SPOT ELEVATION LEGEND GRADING NOTES A CONTRACTOR SHALL REFER TO THE SITE SPECIFIC G - GUTTER GE-OTEdHNICAL REPORT FOR EXISTING SOIL CONDITIONS, TP- TOP OF PAVEMENT CONSIDERATIONS, AND RECOMMENDATIONS B Ca4YRACTOR ST (ALL REFER TO THE G)NSTRUCTION LP- LOW POINT DOCUMENTS INCLUDING OUT NOT LIMITED TO THE WRITTEN SPECIFICATIONS, CONSTRUCTION DRAWINGS, STORM WATER SW -SIDEWALK POLLUTION PLAN, AND GEOTECHNICAL REPORT. C CONTRACTOR IS RESPONSIBLE FOR THEIR OWN HORIZONTAL AND VERTICAL CONTROL, REFERENCE POINTS AND CONSTRUCTION STAKING AS INCIDENTAL TO THE PROJECT D THE CONTRACTOR SHALL FIELD VERIF Y EXISTING ELEVATONSIPROPERTY UNESIUTILITIESIDRAINAGE PRIOR TO CONSTRUCTION START. E. ALL SITE EXCAVATION SHALL BE CONSIDERED UNCLASSIFIED EXCAVATION. F_ GENERAL CONTRACTOR TO PROVIDE A UNIT PRICE FOR REMOVAL AND REPLACEMENT OF SOILS ON THIS SItE SHOULD REMOVAL BE REQUIRED. G- ALL WORK NOT CLASSIFIED AS A CONTRACT PAY REM SHAD. BE CONSIDERED AS INCIDENTAL AND THE COST THEREOF SHALL BE INCLUDED IN THE UNIT PRICE BID FOR ITEMS WHICH ARE CLASSIFIED FOR PAYMENT. H CONTRACTOR SHALL PROVIDE FINAL GRADES THAT OO NOT OBSTRUCT ANT' UTILITY ACCESS AND PROVIDE A SMOOTH TRANSITION TO MEET AND MATCH EXISTING GRACES ON ALL SIDES L ADA ROUTES ARE NOT TO EXCEED 1:20 RUNNING SLOPE AND 2% CROSS SLOPE, HANDICAP PARKING.AND ACCESS AISLES SHALL NOT EXCEED 2% IN ANY DIRECTION A ALL NATURAL GFOUND SLOPES SHALL NOT EXCEED 3:1 PAVING SLOPES SHALL NOT EXCEED B%. K CONTRACTOR SHALL ENSURE THAT ALL NECESSARY EARTH a8l1UPBI1NG PERMITS HAVE BEEN ACOURED AND MEET 1I4 CONDITIONSIREDUIREMENTS SET FORTH IN THE PERMITS PRIOR TO CONST RUCTION. L CONTRACTOR IS REQUIRED TO CALL ONE CALL AS WELL AS THE APPROPRIATE UTILITY COMPANY AT LEAST48 HOURS BEFORE ANY EXCAVATKONICONSTRUCTION ACTIVITIES TAKE PLACE, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXIS"ING UTILITIES WHICH ARE IN CONFLICT WITH PROPOSED IMPROVEMENTS. M. THE CONTRACTOR SHALL GRADE SITE TO ENSURE ALL SURFACE WATER DRAINAGE IS AWAY F ROM THE BUILDING AND PROVIDES POSITIVE DRAINAGE SO TFUAT NO STANDINGIPONDING WATER TAKES PLACE ON SITE OR ON ADJACENT PROPERTIES N ALL CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH THE OWNERS DESIGN GUIDELINES AND SPECIFICATIONS, AND WHERE APPLICABLE SHALL MEET THE REQUIREMENTS OF THE GOVERNING/PERMITTING AUTHORITY HAVING JURISDICTION 0. THE BUILDING SUBGRADE SHALL BE CONSTRUCTED TO INCLUDEA MINIMUM OF 10 FEET BEYOND THE BUILDING LIMITS AS SHOWN ON THE PLANS, OR AS DIRECTED BY THE OWNER. P. REFERENCE ARCHITECTURAL AND STF:LCTURAL DRAWINGS FOR RE14UIRED FLOOR SLAB THICKNE';S CL THE BUILDING PAD SUBGRADE SHALL HE PREPARED IN SI ACCORDANCE WITH THE GEOTECHNICAL ENGINEERING STUDY AND THE CIVIL SPECIFICATIONS. R ESTABLISH FINAL SUBGRADE ELEVATTONS TO ALLOW FOR PAVEMENTrAAB SECTIONS AS INOICA'ED ON THE FLANS S IF CONFLICTS EXIST BETWEEN THE GEOTECHNICAL REPORT AND THE CONS n LOTION DRAWINGS AND SPECIFICATIONS, THE MORE STRINGENT REQUIREMENTS SHALL APPLY. SPOT ELEVATION LEGEND TC- TOP OF CURB PF - FINISH FLOOR G - GUTTER FG - FINAL GRADE TP- TOP OF PAVEMENT TW -TOP OF WALL HP- HIGH POINT BW -BOTTOM OF WALL LP- LOW POINT NOTE: ew IS BOTTOM OF WALL AT GRADE, NOT SW -SIDEWALK FOOTING ia- VERTICAL SEPARATION REQUIREMENT ENGINERING* f! 0. B. 14534 OLIS 1. Gey, DK 73113 ImBls Fh: 4US4062372 Thor,: als 4D6 7377 AAl'MOCK u19+ LOCATION MAP: R 13 Y' ATK615 RGIAD F r` r: PROJECT LOCATION S0*MAN Mw NGTTOSCAIE PROJECT: Ln-rLE ROCK, ARKANSAS PFOJECTNUMBER 15010 DRAWING DATE: 01-0816 ISSUE DATE: 61.06.16 a SEAL: SUBMITTAL: ISSUED FOR REVIEW REVISIONS: M: ort THERE PLANS AND DRAWINGS ARE NOT TO BE ILEA CHAIIGEO OR OOP EO IN AMY FORM OR MANNER WHATSOEVER WITHOUT FIRST OB OTNEWR1r1P1PERWB9O DCONYNT OF CE[4R CREEK CONSULTING INC RLS NEU IS -T.... ­CONBTRUCIICN UNLESS THE uEDATEINTIETRIS CL =MODES WIM ON POST 'A -ES TIE DRAWING D- ANY CNANGES M OM TNESEPLANBWRHCUTCONSENTOF OEOAR CREEK DONSULTING 1110 ARE UMCMARCREEK CCNSULLTTIIJNG OFRESPONSIBIL­11ITYFOR ALL DRAVONG TITLE GRADING PLAN SHEET: C2.00 `SEI 9[! TO P 41 N:) 9 r, ge SCAB p fF=i ti ff* S G na w101Y i 0kL LAL >. ENGINERING* f! 0. B. 14534 OLIS 1. Gey, DK 73113 ImBls Fh: 4US4062372 Thor,: als 4D6 7377 AAl'MOCK u19+ LOCATION MAP: R 13 Y' ATK615 RGIAD F r` r: PROJECT LOCATION S0*MAN Mw NGTTOSCAIE PROJECT: Ln-rLE ROCK, ARKANSAS PFOJECTNUMBER 15010 DRAWING DATE: 01-0816 ISSUE DATE: 61.06.16 a SEAL: SUBMITTAL: ISSUED FOR REVIEW REVISIONS: M: ort THERE PLANS AND DRAWINGS ARE NOT TO BE ILEA CHAIIGEO OR OOP EO IN AMY FORM OR MANNER WHATSOEVER WITHOUT FIRST OB OTNEWR1r1P1PERWB9O DCONYNT OF CE[4R CREEK CONSULTING INC RLS NEU IS -T.... ­CONBTRUCIICN UNLESS THE uEDATEINTIETRIS CL =MODES WIM ON POST 'A -ES TIE DRAWING D- ANY CNANGES M OM TNESEPLANBWRHCUTCONSENTOF OEOAR CREEK DONSULTING 1110 ARE UMCMARCREEK CCNSULLTTIIJNG OFRESPONSIBIL­11ITYFOR ALL DRAVONG TITLE GRADING PLAN SHEET: C2.00 RETAINING WALL'S" SCALE: 1'-3(C I ----------- f LOVYE'S I p 94K SQUARE MODIFIED 95,502 SF (SALES FLOOR) i 24,535 SF (GARDEN CENTER) FF E = 467.10 66 qq� Tw '14 4 /-rn I/I'I w67,a3 U r I i S$ �TW 60-44 � . --L- BIN 6644 CONST 44 .F.oF 46"` 7VY 03.771 rA'8581 - 0'-15' HIGH RETAINING WALL - "BGii—�---�•— REFERTOSTRUCTURALPLANS TWU-79.-, rn�,61 Try 69,!6 FGF: DETAILS. 6Y! 68.75-1 BYr (•8 61 i3@ TW 8152 TV7�� YW�-80 « BYt so 7V176 95 T W 72 59 61Y RB 95 V! 56.80 -tivV 88 59 v �A KANIS ROAD RETAINING WALL'C' SCALE 7"=30' 71Y 84 H8, $W 6169 aw G7-90 T s7 �p Bu , 9 TW ep-98 BW8588 SCALE IN FEE? ' CONST. 48711 L F OF 464 0 71 0'-15' HIGH RETAINING WALL REFER TO ETRUCTURAL PLANS FOR DETAILS. 46s 4�L19A( 9' `v , or TW BMW rwUl 8W 81-110 '� r Btiy Tw n_v- BW 1Vl6824 wfisz4 it lowes -464 ?4K SQUARE MODIF7 R 95,502 SF (SALES FLOM) 24.535 SF ([-ARDEN CRMR] FFE - 497,10 RETAINING WALLA' SCALE: 1"t30' I :1 1 1 [BACK WALL 1 aA /j 1 I 1 $�7 F I 4� nv stl 6,s-' r �+ BY158 BS -1 TI159F9 19' 6 7 8 W 5149 I(f1 r 1 L6,y "f W 80 77 I B5V 517'- EX TR -X49.15 PROP TR=447.56 TlY 56 $2 AS 82 BWN46-41 FL'r-140.96 F fE%, TRAW4.'9 PROP. TR=�144,81 EX. FL -40 FS CONST.- 78 L F OF a'Tkl AIFPNG WALL. REF LIGT7IRAL PLANS IF>p FOR DETAILS. TYf 66.46 80147.48 SPOT ELEVATION LEGEND TC -TOP OF CURB FF- FINISH FLOOR G -GUTTER FG -FINAL GRADE TP -70P OF PAVEMENT TV! -TOP OF WALL HP - HIGH POINT' BW -BOTTOM OF W. LP- LOW POINT NOTE: BW IS BOTTOM OF WALL AT GRADE NOT SW -SIDEWALK FOOTING VERnCAL SEPARATION REQUIREMENT TYI* FR.35 BW 47.]5 TW 80.37 47.35 rn6o.as B W x7.35 �Q f1NB0.35 B5Y i7. Tw 19 EW 17,18 i Q 0 m UJ nY 60.7 BW 47 1 •O� TV! 60.85 �ti B'<'74735 4� I1N 51.46 I W G0. �- 3Yn SiaB� BW 56 SS �1 Qd��I�r��P KANIS ROAD � II SPOT ELEVATION LEGEND TC -TOP OF CURB FF- FINISH FLOOR G -GUTTER FG -FINAL GRADE TP -70P OF PAVEMENT TV! -TOP OF WALL HP - HIGH POINT' BW -BOTTOM OF W. LP- LOW POINT NOTE: BW IS BOTTOM OF WALL AT GRADE NOT SW -SIDEWALK FOOTING VERnCAL SEPARATION REQUIREMENT 7 X CEDAR L.� RE K ExGIaIF=RAIL -FI LNG • ON 411 ]1tiG P.O. Box 14534 OldahomaCry. UK TJ113 ImIW®ce+araedlnewm Pame1a5.4062372 APU300a ,=nvm LocAnoN MAP. 6 13 NIIN PROJECT LDrsnon 0 NOT TO SONE PROJECT: LITTLE ROCK, ARKANSAS PF.OJECT NUMBER: 15010 DF'AWING DATE: 01 08.16 ISSUE DATE: 01.Ofl 16 6E4L SUBVfRAL ISSUED PDR REVIEW REVISIONS: ]wr: r1AX. wa haanuea w[ nor r4 rr n .ro4cln cwnleyc �u vx [�Ivu~r :i°lres e.rAr.n IK Iwrro Pnr.sdrn rAaoawue[ v maw wu ecnRURnw n� rim uuar i[ wor :o- rl vrro ro s cwesRmk,l m" - *w Ia�r✓wFra frC XM Kepsxwr ♦r1a]KM rht,1 aAYI ].[ "Nu,a m". -My a+nlcu YAOR rwpu ],i[F FLw4 a1tt++C1lr carol CT C GI G41, eTY[R CORiur xin],1+C C uXKr.orr_�m..ro r..r. ralaaoawo[� ce�.•%rltio or re.reourns�nGnr sow All s�3..Axnw a saa.c.w.RRa DRAWING TITLE; RETAINING WALLA & E3 1& C PLAN SHEET: 03.00 I. 55 EX B' SANITARY SEWER LINE c1 1 10 CONST. 76.72 LF OF 8" SANITARY SEWER SERVICE _INE @2.00%MIN SLOPE h PROP. SS MANHOLE 'b TR=465.74 FL�5.9.R1 4 — W • w _ REFER TO MEP PLANS FORCONTINU/4T" (TYP) rl 3 11 HANK'$$ NRN111, RF: LOT I, I.M.AN IDN P B.i, PG. 120 ZOOM EX. FIRE HYDRANT TO 9E PROTECTED AND REMAIN. CONTRACTOR TO INSTALL (4) BOLLARDS -^— w _ N EJC SS MANHOLE >.z EX 71?46.5.64 i DL FL 007=45Y." PROP. FL IN -458.08 1— 3 g i1 � 26' O ; LOWE'S w t0' 94K SQUARE MODIFIED Zi I 95,502 SF (SALES FLOOR) L j24,535 SF (GARDEN CENTER) FFE = 467.10 pp li N 3 PROP. PAD MOUNTED TRANSFORMER 3 CONTRACTOR TO COORDINATE WITH SERVICE PRCMDER �{ PROP PAD MOUNTED GENERATOR • REFER TO MEP PLANS FOR S ZE B DETAILS 3 w W _w W YIw _ w —P, CA3 — Im I 3 to I I (� I 1n EX. r' HYDRANT ,Q m -_ . � o 9 1 I Snn 3 -- w ---w m CA'>--- GAS' GA W ED'. GAS LINE 3 a '^ I w II i3 � Ll I Q I � .3 6 II V U I w w I=j 511•„ o I ) P jl f, tt EX. 8- SANITARY SEWER LINE FI P'yry ) . � 1 H 3' N � I u 3 If I j ID I LCAwS ROAD _ f_ W y w w W k II - Y OHE 'A w w �EIRFieI/1------ W B„SS — w— B••SS�_ B,SS W — ,-, p~ 3 �. CHtE OH. .,aCCIS OHE w VACANTARFIO COMML°7iC1ALARF�{ 014� F-1 1-1 LEGEND PUBLIC INSPECTIO:mS �----� BOUNDARY LINE 0 EIC WATER METER OT EX- TELEPHONE MANHOLE ------ RIGHT OF WAY LINE ■ PROP. WATER METER 4 EX TRAFFIC SIGNAL LIGHT ------ EASEMENT LINE a P VALVE ® EX TRAFFIC CONTROL BOX —_ _ •_ _= EXISTING CONCRETE CURB AND GUTTER EEC SPRINKLER ENTITY NAME PROPOSED CONCRETE CURB AND GUTTER e s EEC AUTO SPRINKLER o EX. FLAG POLE — — — — PROPOSED FIRE LANE STRIPING p EC ELECT. PEDESTAL o EX YARD LIGHT —CFE— OVERHEAD ELECTRIC — UGE— UNDERGROUND ELECTRIC O EEC ELECT. TRANSFORMER © EX. GREASE TRAP —CAS— GAS LINE 0 EEC ELECT. METER @ EX_ SS MANHOLE —IGT— UNDERGROUND TELEPHONE METER ® PROP. SS MANHOLE — FO — UNDERGROUND FIBER OPTIC T❑ PROP. ELECT. CONTACT: CONTACT NAME — 8'55 — SANITARY 5@VIER O EEC AIR CONDMIDNER O EX. GAS METER — 61w WATERUPM 1 EEC SIGNAGE L PROP. GAS METER BENCHMARK ADDRESS ADDRESS -I- FIRE HYDRANT 0 EX POWER POLE EJC LIGHT POLE 0 EJC ELECT. MANHOLE WATER VALVE X PROP, POWER POLE DEET PROP. LIGHT POLE Q5 EX. STORM MANHOLE L-0 R EJC WATER METER PIT 0 EX. TELEPHONE PED. G EEC BOLLARD G. REFER TO ARL7LITE4-TURF PLANS FOR SITE LIGHTNDAIGHT PROP. 114LE-FS (SEE GRADING PLANT FOR TYPE) iz0130n.& VERTICAL SEPARATION REQUIREMENT SPECIFFCAnON S. POLE LOCATIDNS AFIE SHOWN ON THIS SHEET UTILITY RESOURCE LIST PUBLIC INSPECTIO:mS TELEPHONE COMPANY ENTITY NAME ENTITY NAMNAME ADDRESS ADDRESS CONTACT: CONTACT NAME CONTACT: CONTACT NAME PHONE: (XXX) XXX-XXXX PHONE: (XXL) XXX-XXXX FIRE PREVENTION SANITARY SEWER ENTITY NAME ERfffY NAME ADDRESS ADDRESS CONTACT: CONTACT NAME CONTACT: CONTACT NAME PHONE: (XXX) XXX-XXXX PHONE: (XXK) XXX-XXXX EMAIL XXX70(XXXXXX)CC CONSTRUCTION STAKING AS INCIDENTAL TO THE "OJECT D. STORM SEWER ELECTRIC COMPANY ENTITY NAME ENTITY NAME ADDRESS ADDRESS CONTACT: CONTACT NAME CONTACT: CONTACT NAME PHONE: (XXKI XXX-XXXX PHONE: (XXX) XXX-XXXX INCLUDED IN THE UNLIT PRI CE BID FOR ITEMS WHICH ARE GASCOMPANY WATERLINE ENTITY NAME ENEE�E ADDRESS ADDRESS CONTACT: CONTACT NAME CONTACT: CONTACT NAME PHONE: (XXX) XXX-XXXX PHONE: (XXKI XXX_XXXX At:16s1 Np � �km c 8P SCALE M FEET S n I6 lar i dYr LLA T N E DAR REEK E NGINE'_RING • P TANNING • CONSUL TING P.O. Bax 14534 Dldahama Cty. UK 73113 Im II,I0 ar,mklnec0m Ph. ­ OS. ARG3 - -A411 LOCATION MAP. R 13 W PROJECT LDCATIGn 0 .-TO SCALE PROJECT: LITTLE ROCK, ARKANSAS PF OJECT NUMBER: 15010 DRAWING DATE: 01.008.16 ISSUE DATE: 01.08 18 SEAL SUBMITTAL: ISSUED FOR REVIEW REVISIONS: W: wL nllsy{ ryAf1e Ano am"- m r l to It 1R roeaun cwzco ai0I rto IK -1r w .4•I.iA vrRAnetriA w .m .A., 1wr Taal ww •oxroaeTAurncN INu..s we noc•o.�s we onAnen wn. aann.wers eon.Ie...... 00"i 6-. 114. n-1 e�nTNv..xo,.+o ara. w.rca trcA. rnss. x•nrlllR o• ecxansnlAn r Ton we. car'y aa:rw-as.,n�'.a wr a *I+>. o•w.c: DRAWING TITLE UTILITY PLAN SHEET: C4.00 IIB UTILITY NOTES A CONTRACTOR SHALL REFER TO THE CONSTRUCTION DOCUMENTS INC.UDING BUT NOT LIMITED TO THE WRITTEN SPECIFICATIONS, CONSTRUCTION DRAWINGS, STORM WATER POLLUTION PLAN, AICD GEOTECHNICAL REPORT. B, ALL CCNSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH THE OWNERS DESIGN GUIDELINES ANC SPECIRCATIOI AND WHERE APPLICABLE SHALL MEET THE IiEQUMMENTS OF THE GOVERNING/PERMITTING AUTHORITY HAVING JURISDICTION. C. CONTRACTOR IS RESPONSIBLE FOR THEIR OWN HORIZONTAL. AND VERTICAL CONTROL. REFERENCE PONT5 AND CONSTRUCTION STAKING AS INCIDENTAL TO THE "OJECT D. THE CONTRACTOR SHALL FIELD VERIFY EXISTING ELEVATIONSIPROPERTY LINESAITILITIESORAINAGE PRIOR TO CONSTRUCTION START E. ALL WORK NOT CLASSIFIED AS A CONTRACT PAY ITEM SHALL BE CONSIDERED AS INCIDENTAL AND THE COST THEREOF SHALT_ BE INCLUDED IN THE UNLIT PRI CE BID FOR ITEMS WHICH ARE CLASSIFIED FOR PAYMENT F. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL AND MEP PLANSAND SPECIFICATIONS BEING A PART OF THE CONSTRUCTION DOCUMENTS FOR THE EXACT LOCATIONS AND DIMENSIONS OF ENTRY, EXIT PORCHEE. PRECISE BUILDING DIMENSIONS, EXACT BUILDING UTILITY ENTRANCE, AND DOWNSPOUT LOCATIONSISPECIFICATIONS/DETAILS G. REFER TO ARL7LITE4-TURF PLANS FOR SITE LIGHTNDAIGHT POLE BASES A” ELECTRICAL coI m Jr r P.ACEimNT AND SPECIFFCAnON S. POLE LOCATIDNS AFIE SHOWN ON THIS SHEET FOR RUERENCE ONLY. IT IS THE CONTRACTOR'S RESFONSIBILITY-ro IDENTIFY AND ADJUST ANY CONSTRUCTED CONFLICTS WITH UNDERGROUND UTILITIES, SIDEWALKS, ETC:. H. CONTRACTOR IS REQUIRED TO CALL ONE CALL AS'NELL AS THE APPROPRIATE UTILITY COMPANY AT LEAST 40 HOURS BEFOF E ANY EXCAVATIONUCONSTRUCTION ACTIVITIES TAKE PLACE IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES W41CH ARE IN CONFLICT WrrH PROPOSED IMPROVEMENTS I. CONTRACTOR SHALL ENSURE ALL CONSTRUCTED UTILITIES MEET THE MINIMUM SEPARATION AND (AVER REQUIREMENTS SET FORTH BY THE PROVIDER, FEDERAL ISTATEILOOAL REGULATIONS, OR SPECIFICATIONS INTHEEVENTTHEREISA CONFLICT THE MOST STRINGENT SHAL_ APPLY. J GENERAL CONTRACTOR TO PROVIDE ZXZX6' THICK CONCRETE APRON AT ALL CLEANOUTS, VALVES AND METERS OUTSIDE OF BUILDING K GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TAP AND TIE ON FEES REQUIRED, AS WELL AS COST OF UNDERGROUNDSERVICE CONNECTION S TO THE BUILDINGS. L THRUST BLOCKING SHALL BE PROVIDED AT ALL BENDS, TEES, AND FIRE HYDRANTS M. DIMENSIONS SHOWN ARE TO CENTERLINE OF PIPE OR FITTING N. ALLWATERANOSANLITARY SEWER LEADS TO BUILDING SHALL ENDS'OUTSIDE THE BUILDING LIMITS AS SHOWN ON PLAN ARID SHALL BE PROVIDED WITH ATEMPORARY PLUG AT END. O. ALL FIRE HYDRANTS SHALL BE PROVIDED WTTH AN APPROVED GATE VALVE A MAXIMUM OF S'(UNLESS OTHERWISE SPECIFIED BY CITY OFFICIAL) FROM HYDRANT. P. CONTRACTOR SHALL COMPLY COMPLETELY WITH THE LATEST STANDARDS OF CISHA DIRECTIVES OR ANY OTHER AGENCY WAVING 4URL5 DICTION FOR EXCAVATION AND TRENCHING PROCEDURES. THE CONTRACTOR SH ALL USE SUPPORT BYSTEAIS, SLOPING. BENCHING ANOOTHER MEANS OF PROTECTION. THIS IS TO INCLUDE, BUT NC IJMDE D FOR ACCESS AND EGRESS FROM ALL EXCAVIATION ANO TRENCHING. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH PERFORMANCE CRITERIA AS REQUIRED BY OSHA Q REFER TO FIRE PROTECTION SHEETS FOR LOCATION AND DETAIL OF FIRE LINE LEAD IN. FIRE UNI- SHALL BE STUBBED UP VABOVE FFE IN SPRINKLER ROOM. R. REFER TO PLUMEING SHEETS FOR LOCATION AND DETAILS CF SEWER DOMESTIC, AND IRRIGATION CONNECTIONS. S CONTRACTOR SPALL REFERTO IRRIGATIONPIANOS FORACTIJAL LOCATION, SIZE. LIEWTH AND DEPTH. TEMPORARILY PLUG BOTH ENDS. 1RRIGATON CONTRACTOR WILL REMOVE TEMPORAFW PLUGS, INSTALL UIJES AND PROPERLY SEAL BOTH ENDS. T. THE FIRE DEPAR'NIENT CCNHMC7FM C -M SHALL BE LOCATED ON THE BTREE7 MI OF ANY STRVLTL4OE THE FDC SHALL BE LCCATEb AND AFRANGED SO THAT THF HOSE LINES GW BE READILY ATTACH EO TO THE INLETS 5A4rHOVT INTERFERENCE FROM OBJECTS. U. IT IS THE CONTRACTORS RESPONSIBILITY TO COORDINATE THE EXTENSIONS OF ALL UTILITY SERVICE LINES TO THE MAIN UTILITY LINES. V. ALL CONDUIT SHALL BE SCHEDULE 40 F'V'C, UNLESS OTHERWISE NOTED. W. CONTRACTOR SHALL REFER TO LANCSCAPE AND IRR IGATIONI PLAN FOR LOCATION AN Cl7NSYRUCTICN Oml- L5OF WDSPING AMD IRRIGATION LANDSCAPING At:16s1 Np � �km c 8P SCALE M FEET S n I6 lar i dYr LLA T N E DAR REEK E NGINE'_RING • P TANNING • CONSUL TING P.O. Bax 14534 Dldahama Cty. UK 73113 Im II,I0 ar,mklnec0m Ph. ­ OS. ARG3 - -A411 LOCATION MAP. R 13 W PROJECT LDCATIGn 0 .-TO SCALE PROJECT: LITTLE ROCK, ARKANSAS PF OJECT NUMBER: 15010 DRAWING DATE: 01.008.16 ISSUE DATE: 01.08 18 SEAL SUBMITTAL: ISSUED FOR REVIEW REVISIONS: W: wL nllsy{ ryAf1e Ano am"- m r l to It 1R roeaun cwzco ai0I rto IK -1r w .4•I.iA vrRAnetriA w .m .A., 1wr Taal ww •oxroaeTAurncN INu..s we noc•o.�s we onAnen wn. aann.wers eon.Ie...... 00"i 6-. 114. n-1 e�nTNv..xo,.+o ara. w.rca trcA. rnss. x•nrlllR o• ecxansnlAn r Ton we. car'y aa:rw-as.,n�'.a wr a *I+>. o•w.c: DRAWING TITLE UTILITY PLAN SHEET: C4.00 IIB r T n E NGINHIIING • PIANNING • CONSULTING P.O. BOK 14534 OMRh— Lty, OK 73113 ImOEPc_4054 L23m Phore 40540623]2 AraUGI " IcnNle LOCATION MAP: p 13 NI PROJECT LOCATION 0 NOT -S- E PROJECT: I SI LfTTLE ROCK, ARKANSAS PROJECT NUMBER 15010 DRAWING DATE: 01.08.18 ISSUE DATE: 01.08.18 SEAL SUBMITTAL ISSUED FOR REVIEW REVISIONS ow I* THESE PLANS AND DRAWINGS ARE NOT TO BE —OOLCED, CHMIGED OR CDP ED IN ANY FORN OR NANHER WHATSOEVER WITHOUT FIRST A We1C THE WRRTENPEGISSAUN AHD CONSENT OF IIOT GTC eEcu9�ro oa CO amUCIICN uiaessE1. THE DATE W TIB: TITLE BLOIX�CnoDE3 WTI OR GST DA -ES THE DRAWING ONTI- ANY CHANGES OE FROMTHESE PLAN9—CUT CONSENT OF CEOAR C K CONSULTING INC.ARE UNALTHONffD� ANO SHALL RELIEVE CE.- CREEL( C NSULTING OF RESPON9IBILIIY FOR ALL CONSEQUENCES —NG OUT OF 9U(OI CHANGES DRAWING TITLE: TRUCK ROUTING PLAN SHEET: C5.00 .......... ---- ------ = f E COMMERCIAL AREA �I VACANTAREA f EL ^ LEGEND BOUNDARY LINE 0 EX- WATER METER OT E(. TELEPHONE MANHOLE ------ DIGHT OF WAY LINE 0 PROP. WATER METER 13 EX. TRAFFIC SIGNAL LIGHT ------ EASEMENT LINE u P CI BOX _ _ _ •_ _ _ = EXISTING CONCRETE CURB AND GUTTER EC SPRINKLER VALVE EX. TRAFFIC CONTROL PROPOSED CONCRETE CURB AND GUTTER o EC AUTO SPRINKLER O EJC, FLAG POLE — — PROPOSED FIRE LANE STRIPING ETro 13EX.ELECT. PEtlESTAL o EX YARD LIGHT — ONE— OVERHEAD ELECTRIC — UGE— UNDERGROUND ELECTRIC O EC. ELECT- TRANSFORMER © EC GREASE TRAP — OAS — OAS LINE p EC ELECT, METER ® EX. SS MANHOLE — UGT— UNDERGROUND TELEPHONE T❑ PROP. ELECT. METER ® PROP. SS MANHOLE 611 0 E f r0C —FO— UNDERGROUND FIBER. OPTIC — or. — SANITARY SEWER p EX AIR CONDITIONER O EX. GAS METER y —E'1Y— WATERLI PIE 1� BENCHMARK 1 EX, SIGNAGE A PROP. GAS METER �: IV -� FIRE HYDRANT 0 EX POWER POLE EC LIGHT POLE OP EX. ELECT. MANHOLE �8 WATER VALVE � PROP. POWER PoLE 80 PROP LIGHT POLE �s EX. STORM MANHOLE •y ti+ SCALE W FE.T Frit I -m LJ EX WATER METER PIT 0 EC TELEPHONE PED o EX BOLLARD[ PrF A "'ti ® Cl m.1 PROP IIVLETS (SEE 4RAOING PIAN FOR TYPE) 0 50' 75 1GG' VERTICAL SEPARATION REQUIREMENT T n E NGINHIIING • PIANNING • CONSULTING P.O. BOK 14534 OMRh— Lty, OK 73113 ImOEPc_4054 L23m Phore 40540623]2 AraUGI " IcnNle LOCATION MAP: p 13 NI PROJECT LOCATION 0 NOT -S- E PROJECT: I SI LfTTLE ROCK, ARKANSAS PROJECT NUMBER 15010 DRAWING DATE: 01.08.18 ISSUE DATE: 01.08.18 SEAL SUBMITTAL ISSUED FOR REVIEW REVISIONS ow I* THESE PLANS AND DRAWINGS ARE NOT TO BE —OOLCED, CHMIGED OR CDP ED IN ANY FORN OR NANHER WHATSOEVER WITHOUT FIRST A We1C THE WRRTENPEGISSAUN AHD CONSENT OF IIOT GTC eEcu9�ro oa CO amUCIICN uiaessE1. THE DATE W TIB: TITLE BLOIX�CnoDE3 WTI OR GST DA -ES THE DRAWING ONTI- ANY CHANGES OE FROMTHESE PLAN9—CUT CONSENT OF CEOAR C K CONSULTING INC.ARE UNALTHONffD� ANO SHALL RELIEVE CE.- CREEL( C NSULTING OF RESPON9IBILIIY FOR ALL CONSEQUENCES —NG OUT OF 9U(OI CHANGES DRAWING TITLE: TRUCK ROUTING PLAN SHEET: C5.00 10GENERAL NOTES- MECKINICALLYSTASILIZM EARTH_IKiE1 MMM BLOCK pETA>rIMG WALL 1.1 A PROFESSIONAL ENGM-CA SHALL BE ENDADED TD MY5PECT THE USE MODULAR BLOCK RETAtfMG WALLA CONSTRUCTION IN ACCORDANCE WITH THESE REQUBt6MEWI$. LFATVICFTION OF INSPECTION6 PEQlnRL4. SEE PARAGITMH9A.57HlS 9EET. 12 THE 43MRAL CONTRACTOR SHALL SpEDULP A PREOOMMRUCIM MEETING AND PROVIDE AT LEAST CNELWEEK ADVANCE NOTICE TO THE FOLLOwRNC PAADES WHO SHALL ATTEND. THE WALL OOrfTRACTCW M11ECT MANAGER NO HIPEAIrTTEf>C@fIF THE INSPECTION ENDWBER (PROFES9IONHL 96SWER W RESPONSLSLE CHARGE AND ORBITS INSPECTOR). THE GRADWO O0I4TFIACTOR AND THE WALL DESIGN ENGINEER THE WALL DESIDN SHALL PROVOIE THE MEETING AGENDA AND WILL AT7008Y TELEPHONE 13 EXCAVATION THROUGH LAYERS OF GEOSYNTHETIC REINFORCEMENT IS NOT PERMITTED WITHOUT THE PRIOR WRITTEN APPROVAL OF THE WALL ENGINEER 20 cHANC4:5TOSITEAH$ THESE DESIGNS AREBASM UPON SITE PLANS PERFGRMEDBY CS3IAACREEK ENGWEERINSI. CHANGES TO THESE PLANS THAT AWE "OE AFTER BI.714201G, INCLUDING ORAVINO, DRAINAGE. UTLUTIES, OR SURCHARGS LOAOM MAY AFFECT WALL DESKIN REOUNffiMENM 7HE WALL ENGINEER SHALL BE NOTIFIED OF ANY SUCH CHM05S 50 HE CAR OETEISFONE IF WALL DESIGN MWIFICATIONS ARE CmIpATED. 33W MWRACTOR EXPERIENCE_REMPINSWO 3.1 THE WALL CONTRACTOR SHALL DOCUMENT COMPLIANCE WITH THE FOLLOWING EXPERIENCE REQUIREMENTS: 32 THE CONTRACTOR SHALL HAVE BUILT MSE MODULAR BLOCK RETAINING WALLS WITH ATOTAL FACE AREA NO LESS THAN 400,000 SQUARE FEET DURING THE PRECEDING FIVE YEARS 33 OF THE 400,000 SQUARE FEET, CONSTRUCTION OF A MINIMUM OF 10,000 SQUARE FEET WITH THE SPECIFIED MODULAR BLOCK UNIT IS REQUIRED 34 CONSTRUCTION OF AT LEAST FIVE MSE MODULAR BLOCK RETAINING WALLS WITH A HEIGHT OF AT LEAST 2OFT. 35 EXPERIENCE DOCUMENTATION SHALL BE SUBMITTED TO THE WALL ENGINEER AND SHALL INCLUDE THE FOLLOWING: A PROJECT LOCATION AND NAME B. MODULAR BLOCK SYSTEM C. DATE OF CONSTRUCTION D. MAXIMUM WALL HEIGHT E CONTACT INFO FOR OWNER OR GENERAL CONTRACTOR F. WALL FACE AREA 40 MATERIAL RECx1IrMIafTS 41 SOIL 4. 1.1 SOIL THAT IS INSTALLED AT THE REINFORCED ZONE OF THE WALL SHALL SATISFY TX DOT SPECIFICATION SECTION 242, TABLE 2, TYPE AS, AS FOLLOWS: GRAIN SIZE DISTRIBUTION SIEVES %PASSING 1.5 NCH 100 NO 4 20-100 NO. 40 090 NO. 200 035 PI4-10, 31PHd THE USE OF RECYCLED CONCRETE OR SHALE IS NOT PERMITTED 4.12 FILL SOIL SHALL BE FREE OF MUCK, ROOTS, FROZEN MATERIAL, AND CONSTRUCTION DEBRIS 4.2 MODULAR BLOCK UNITS 42.1 THE MODULAR BLOCK UNITS SHALL COMPRISE ANCHOR DIAMOND PRO UNITS 4.22 MODULAR BLOCK UNITS SHALL SATISFY THE FOLLOWING REQUIREMENTS: A UNITS SHALL EXHIBIT A 28 -DAY COMPRESSIVE STRENGTH OF 4000 PSL B BLOCK UNIT DIMENSIONS SHALL NOT DIFFERE MORE THAN /- 0.125 INCH EXCEPT HEIGHT. C. BLOCK HEIGHT SHALL NOT DIFFER MORE THAN 4-00625 INCH FROM THE HEIGHT SPECIFIED ON THESE DRAWINGS. D TESTING IN ACCORDANCE WITH ASTM Cl 372 SHALL HAVE BEEN PERFORMED BY AN INDEPENDENT LABORATORY WITHIN 120 DAYS BEFORE DELIVERY TO PROJECT SITE 43 GEOSYNTHETIC REINFORCEMENT- GEOSYNTHEFIC REINFORCEMENT SHALL COMPRISE MIRAFI STYLES 3XT AND SXT 44 GEOTE_XTILES 441 GEOTEXTILE FILTER SHALL COMPRISE NEEDLEPUNCHED NONWOVEN POLYPROPYLENE MATERIAL AND EXHIBIT THE FOLLOWING: HIY a. AKQAP4 VALUE SURWVABLLRY AA9/rtl M28&00 CLASSI PERMITTIVITY ASTM DMSA 0.1/SECMINAVGROLLVALUE ADS ASTM D4751 022 MAX AVG ROLL VALUE PREAPPROVED MATERIALS INCLUDE CARTHAGE MILLS FX90HS, PROPEX 4553, MIRAR 1SOM AND PROPEX GEOTEX 801 4.5. LEVELING PAD 45.1 GRAVEL COMPACTED WITH NO LESS THAN 4 PASSES OF A VIBRATORY SLED. OR 4.52 UNREINFORCED CONCRETE THAT EXHIBITS A MINIMUM 28 -DAY COMPRESSIVE STRENGTH OF 2000 PSI oil CONTmUC710N REQUIREMFTAS 51 EXCAVATION AND FOUNDATION PREPARATION 51-1 THE FOUNDATION SURFACE AT THE BASE OF THE REINFORCED ZONE SHALL BE cowACTED AND PRODF-ROLLED LRYDER 7HE OBSERVATION OF THE INSPPOTOIL SOF'TORYIELOPIG SOIL SHALL BEEiCAVATED ANDREPLACEDWITHMAb TEPJALTHAT SATISFIESSPECTMATIONS FOR REBIFQRCEOSOIL 5 L2 INSTALLATION OF REINFORCED SOIL SHALL NOT BEGIN UNTIL AFTER THE INSPECTOR HAS VERIFIED THE ADEQUACY OF THE ALLOWABLE BEARING PRESSURE OF THE FOUNDATION SOIL. 513 EXCAVATIONS AT THE BACK OF THE REINFORCED ZONE SHALL BE BENCH -CUT 51.4 THE COST OF OVER-EI'AAVATIOR SIWI NOT 13E CONFETASATED AND WITH IAA,TQiVLL MEPTXe THE APPROVAL CF TINE P$PECITON ENGINEER SHALL BE REp1WED AT THE CONTRAOT EXPINS&DISTURBANCE OF SOIL OMOE THE IJMOS OF DSCCN^TRUCTION WALL BE AVOIDED. 52 LEVELING PAD PREPARATION 5.2.1 THE LEVELING PAD SHALL BE AT LEAST 241N WIDE AND B IN THICK 5 22 THE LEVELING PAD SMALL BE CONSTRUCTED SO AS TO PROVIDE A LEVEL, HARD SURFACE UPON WHICH TO PLACE THE FIRST COURSE OF BLOCK UNITS. 5 2.3 THE LEVELING PAD SHALL BE PREPARED TO INSURE COMPLETE CONTACT BETWEEN THE PAD AND THE FIRST COURSE OF BLOCK UNITS. 53 WALLLERECTION 5.31 THE WALL SHALL BE CONSTRUCTED W ACCORDANCE WITH THE MODULAR BLOCK MANUFACTURERS RECOMMENDATIONS AND THESE REQUIREMENTS. WHERE CONFLICTS EXIST, THESE REQUIREMENTS SHALL PREVAIL 5 32 THE WALL SHALL BE EMBEDDED BELOW FINISHED GRADE AT THE BASE OF THE WALL BY AT LEAST 18 INCHES 53.3 INSTALL THE GEOSYNTKETIC REINFORCEMENT ATTHE LOCATIONS AND ELEVATIONS SHOWN ON THE DRAWINGS. 53A INSTALL REINFORCED SOIL EVERY COURSE OF BLOCK UNITS. hO ACRE TMA4HOUE C17UR5E OF PLOC+N IAVIT34LIY BE STAGKFp BEAT?AE AEINFORCFD� e w5ru LFY7 535 SPREAD FILL SOIL TOWARDS THE BACK OF THE REINFORCED ZONE SO AS TO TENSION THE REINFORCEMENT - 536 COMPACT SOIL IN REINFORCED ZONE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION & 53.7 PANELS OF GEOSYNTHETIC REINFORCEMENT SHALL BE CONTINUOUS. SEAMS OR CONNECTIONS ARE NOT PERMITTED ADJACENT PANELS SHALL BE ABUTTED 100 PERCENT COVERAGE IS REQUIRED. 53.8 PAWELSOFGEOSYNTNETGRFIWORCEMENTSHALLBEYEMIONEDSVWTKATALLFOLDSANDWRINKLESAREREMOVEDBEFORESOILISPLACED- PANELSSHALL ff9 STAKED OR ANCHORED AS NECESSARY TO MAINTAIN TALTT OONO i X 539 GEOSYNTHETIC REINFORCEMENT LENGTH IS MEASURED FROM THE WALL FACE. 5310 TRACIED VEHICLES MAY NOT OPERATE ON GECIMTHETIC RFJNFORCEKENT WITH LESS THAN 8 TMISSOF COMPACTED+"WL BETYEET41HE rBP1FDRCEMEM AND THE TRRGS& TURNNIO OF TRACMD VEHICLES SHALL BE AVOIDED 10 PA'EVFM DAMAGE AND DISRIRSANCE TO THE REINFORCEMENT. 5 3.11 RUBBER TIRE VEHICLES MAY OPERATE DIRECTLY ON THE GEOSYNTHETIC REINFORCEMENT AT SPEEDS LESS THAN IOMPH SUDDEN BRAKING AND TURNING SHALL BE AVOIDED i 5312 CONNECT REINFORCEMENT TO BLOCK UNITS IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS AND THESE DRAWINGS. 5.313 SHIMS MAYBE USED BETWEEN BLOCK UNITS IF THEIR USE IS RECOMMENDED BY THE MANUFACTURER HOWEVER, SHIMS SHALL NOT BE USED BETWEEN COURSES OF BLOCK UNITS WHERE GEOSYNTHETIC REINFORCEMENT IS PRESENT. 53 14 INSTALL CAP UNITS AT ELEVATIONS SHOWN ON THESE DRAWINGS AND IN ACCORDANCE WITH THE NODULAR BLOCK MANUFACTURERS RECOMMENDATIONS 50SOIc COMPACTION ANDTESIpNS 6.1. THE INSPECTION AN SHALL TEST AND DOCUMENT COMPACTION OF REINFORCED SOIL IN ACCORDANCE WITH THESE REQUIREMENTS- INSPECTION RECORDS SHALL DOCUMENT THE FOLLOWING: A THE REQUIRED MINIMUM DRY UNIT WEIGHT S PASS/FAIL ASSESSMENT G ACTUAL DRY UNIT WEIGHT D. TEST LOCATION STATION NUMBER E ALLOWABLE MOISTURE CONTENT F. TEST ELEVATION G. ACTUAL MOISTURE CONTENT H DISTANCE BEHIND WALL FACE 62 so%LA THE REINFORCED ZONE SHALL BE COMPACTED TO WFITYN 15S PEAmfer OF M""W DRY DENSITY AND WITHIN -242 PERCENT OF ITS OPTIMUM MOWtM COMENT AS MEASURED IN ACCORDANCE WTr H ASTM OH671WMF IED PROCTOR WDKMD 6.3 WITHIN 4FT OF THE WALL FACE, COMPACT SOIL TO WITHIN 92 PERCENT (ASTM D1557) OF ITS MAXIMUM DRY DENSITY. a 4 SOIL SHALL BE INSTALLED IN COMPACTED LIFTS OF B INCHES 65 HEAVY (I E. RIDE -ON) COMPACTION EQUIPMENT OR ANY OTHER HEAVY CONSTRUCTION EQUIPMENT SHALL NOT BE OPERTATED WITHIN 4 FEET OFTHE WALL FACE &6 WITHIN 4 FEET OF THE WALL FACE, ONLY HAND40PERATED(I.E. WALK -BEHIND) COMPACTION EQUIPMENT MAY BE USED. 0.7 THE COMPACTED DENSITY AND MOISTURE CONTENT OF THE SOIL IN THE REINFORCED ZONE SHALL BE TESTED IN ACCORDANCE WITH THE FOLLOWING: 65 AT LEAST ONCE PER EVERY 1000 SQUARE FEET PER 84NCH-THICK VERTICAL LIFT. &9 AT LEAST ONCE PER EVERY 2 FEET OF VERTICAL WALL ERECTION 7.0 ORAUMGE ANTU EROB40H PRaTECNON 7.1 AT THE END OF EACH WORK DAY, THE CONTRACTOR SHALL GRADE THE SURFACE OF THE LAST UFT OF REINFORCED SOIL AWAY FROM THE WALL FACE AND COMPACT. 72 DURING SITE OONSTRLZOON, THE GERREAL CONTRACTOR IS RESPONSB4.E FOR PROTECTION OFTHE WALL AGAINST SURFACE WATER AT ALL TIMES BY THE 115E Of SERM9. DPIERSICrN DITCHES, TEMPORARY ORALNS,ATD ALL OTHER MEANS THAT ARE R60VIRED. 7.3 WATER SHALL NOT BE PERMITTED TO POND IN THE REINFORCED SOIL ZONE. 7.4 ALL SLOPES ABOVE OR BELOW THE WALL SHALL BE VEGETATED AND PROTECTED FROM EROSION AS SOON AS POSSIBLE FOLLOWING THEIR CONSTRUCTION >!0 wALL2E61Cdl 5.1 DESIGN FACTORS OF SAFETY MODE STATIC LOADING SEISMIC LN_r SLIDING 1.5 1 13 BEARING CAPACITY 20 1 s REINFORCEMENT PULLOUT 15 1.13 FACING -REINFORCEMENT CONNECTION 15 1.13 INTER -MODULAR BLOCK SHEAR 1.5 1.13 GLOBAL 1.30 1.13 UNCERTAINTY 15 1.0 82 EXTERNAL LOADING LIVE LOAD- 250 PSF FOR VEHICLE TRAFFIC SEISMIC LOAD - PGA. 10369 53 GEOSYNTHETIC REINFORCEMENT DESIGN PARAMETERS: SME T -ULT RFC RFID RFDLTDS -oe 3,500 LBIFT 1.45 1.25 1.1 1,755LB'FT 5Xr 4,700 LBAFr 1.45 125 1.1 2,357 LBIFT 'kq ENGINEER KNSP --NOP- 91 INSPECTION SHALL BE PERFORMEO BY ATI NONKKfAL WHO KAS JvSPECT DO MSE MODULARSLOCK WALL CONSTFAF=i l GNAT LEAST FIVE PROJECTS WITHPN INE PRECEEDING 2A MONTHS. PHOYIDE A LIST OF THESE PROIECI S FOR THE WALLOESNGN EN[UHEERS REWIEW ANO APPROVAL 92 THE INSPECTOR IS RESPONSIBLE FOR READING AND UNDERSTANDING THESE SPECIFICATIONS AND DRAWINGS, AND SHALL POSSESS A COMPLETE SET OF THESE DRAWINGS WHEN PERFORMING INSPECTION DUTIES ON SITE 9-3 THE INSPECTOR SHALL PERFORM THE FOLLOWING: 9.31 ASSESS T HE ALLOWABLE BEAAING PKESORE OF THE FOUNDATION SOIL AND OETEMINE IF IT IS ADEQUATE FOR ANAPPLIEO WALL PRESSURE OF 300OPSF, IFR 15 NOT, PROVIDE REONALEHLIATIONS FORMEASURES TO RAPROYE THE S71L'S ALLOWABLESEARINGPRESRIRE 9.32 INSPECT THE CONSTRUCTION OF THE MSE STRUCTURE FOR CONFORMANCE TO THE CONSTRUCTION DRAWINGS THIS SHALL INCLUDE: A CONFORMANCE OF REINFORCED RLL SOIL TO SPECIFICATIONS B BLOCKALIGNMENT J HORIZONTAL TOLERANCE •ELEYATON OF I,LODULAA BLOCK UNR93HALL MVLATE NO MOM THAN I INCH OVER A SPAN OF 10 FEET WHEN MEASURED LW*n A STRAX%MT EDGE PLACED IHOPI2MNTALLY ACROSS THE TOP OF THE MODULAR BLOCK COURSE C. BLOCK ALIGNMENT/ VERTICAL TOLERANCE- WALL FACE SHALL DEVIATE NO MORE THAN 2 INCHES OVER A SPAN OF IO FEET FROM A PLANE DEFINED M ASTAAK.HT EDGE THAT 15 ORIENTED VERTICALL AND PLACED AGAINST THE WALL FACE D DRAINAGE BLANKET AND CHIMNEY BLANKET LOCATION, THICKNESS, GEOTEXTILE INSTALLATION AND OVERLAPS E DEOSYHrHETC R£WFORCEmENT PANELS, CONNECTION 10ANX)ULAR BLOCK UNITS, FAML LENGTH_ AWMENT OR OVERLAP OF ADJACENT PANELS. PANIL TENSIONING SUCH THAT PANEL 16 TAUT BEFORE PLACEMENT OF OVERLYING FILL SOL F. SOIL COMPACTION G CONFORMANCE TO THESE DRAWINGS. 933 NOTIFY THE WALL CONTRACTOR OF DEFICIENGES AND PROVIDE THE CONTRACTOR THE OPPORTUNITY TO REPAIR IFREPAIRIS NOT PERFORMED, THEN NOTIFY THE OWNER AND THE WALL DESIGN ENGINEER. 93 4 DOD AIENT IW ITH PHOTIXIRWMHN INSPECTION RESULTS M DALY REPORTS (ITEMS 9 3.1 THROUGH 9.33). A COPY OF THESE REPORTS SHALL BE TRA.pEmMEO TO THE WALL DE&r N B4G7i[SER ON A WEEKLY BASIS, 9.35 INSPECTION CERTIFICATION • IF THE WALL HAS SEEN CONSTRUCTED IN ACOORDANCE WITH THESE SPECIFICATIONS AND DRAWINGS, THEN THE INSPECTION ENO9F_ER SHALL CERTIFY CONSTRUCTION WITH THE FOLLOWING STATEMENT, I, (NAME), CERTIFY THAT THE RETAINING WALL HAS BEEN CONSTRUCTED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS AND DRAW14GS' PROVIDE STATEMENT ON COMPANY LETTERHEAD AND SEAL WITH PROFESSIONAL ENGINEERING SEAL SUBMIT TO OWNER AND TO WALL DESIGN ENGINEER 100 SUBMITTALS 101 THE GENERAL CONTRACTOR SHALL SUBMIT THE FOLLOWING TO THE WALL ENGINEER FOR REVIEW AND APPROVAL: ITEM DATE WALL CONTRACTOR EXPERIENCE DOCUMENTATION 21 DAYS PRIOR TO PRE CONSTRUCTION MEETING MODULAR BLOCK UNIT TEST DATA IF NEW BLOCKS ARE USED) 21 DAYS PRIOR TO PRE CONSTRUCTION MEETING REINFORCED SOIL GRADATION TEST RESULTS 14 DAYS PRIOR TO PRE CONSTRUCTION MEETING GEOSYNTHETIC REINFORCEMENT -MANUFACTURER SPECIFCATION SHEET 14 DAYS PRIOR TOPRE CONSTRUCTION MEETING GEOTEXTILE FILTER- MANUFACTURER SPECIFICATION SHEET 14 DAYS PRIOR TO PRE CONSTRUCTION MEETING 102 THE INSPECTION ENGINEER SHALL SUBMIT THE FOLLOWING FOR REVIEW AND APPROVAL WALL INSPECTOR EXPERIENCE DOCUMENTATION 14 DAYS PRIOR TO PRE CONSTRUCTION MEETING REPORTS OF DAILY INSPECTION WEEKLY CERTIFICATION OF INSPECTION 5 DAYS AFTER CONSTRUCTION IS COMPLETE DESCRIPTION rtffl'r1�� EIC .r• �C; � • d i; 7s9 Aiz :DIG'I�g '� s-7„�wLiA�VA��r� 17./ r4 S OPE'SHOMECEKTER-`+LLC1605 CURTIS BRIDGE ROADREEC DOCK WILKESBORO, NC 28m738658.4000(V) 33&65O 3257IF) eerdastl« �..avns Iae1 I � c .,edwawx.ercw n "�aA a Mx� e+.e..•iaw.wr,�. GIA r Lu a 0 J J � a 3 Yaff V Q 3 J W W 11z 0 d ORIGINAL ISSUE DATE: 02/12/16 P6Mr SET ISSUE DATE: DRAYMNG NUMBER RW1 1 WALLAFROHT ELEYAI Vlpw •SIA"� Iusrw HOA2 SCALE: l"= SO' VERT SCALE: 1"= 5 ANCHOR OIANONO PRO `-� MOTE• YORETNAN ECOUHSEWwms SMALL BEE NTTACKEO BEldREBBfALLN6 CMOCORE FLLI., ANO RN;IYL+AOPB 9OB DRAIN PRE OUTLET SPACESOOC MAX FINISHED GRADE AT WALL BASE CONDITIONS BEHVO WAIL. CREST VARY REFER TO SITE PIAN I%M Ir DRATEAOE AGGREWE BEHe p ROCKS 0EINFORCED SOLZONE ABOVE TW LAYER OF GEOGRID INsrAu M T OR CLAY f SC9 • Ll 9R CLL. LOMPACYEB PPA PDO/ECT BPf N,1FA�ITIDA• AROVEGETATEO. -� GEOGRID REINFORCELENT WALt A IR ELEVATION VIEW - STA 3xW TO 5.64 � HpRI VERT SCALE: 1"- 5' LEGEND T I I J-- ceAs a oc RElrsea:ED r GO i.aINr F BOTTOM WALL FINIANED GRADE (BWFG) I rRETAMED SOIL ZONE Y I I AND TOP OF LEVELING PAD �L MDDLA'a OLCIUKDNRS ® NY]LOR DIAMOND PRO 1 MRiAFISTYLE SKTGEOGRID - DHAwAGEBwnD:T. INSTALL Al. Fprt-xDA� WALLA STAV.010..6T DRAINAGE AGGREGATE L.B DOTTOY M &AICIET AT £TILS STATION AS oLl.lagD GRADE AT WALL A.'T WALt A IR ELEVATION VIEW - STA 3xW TO 5.64 � HpRI VERT SCALE: 1"- 5' LEGEND T a I �6LEVATpL OFTOP OF WALL CAP car urars 4UAR11 RAIL P05T AT WALL MODULAR BLOCK UNITS N BOTTOM WALL FINIANED GRADE (BWFG) f'1,.TTQF i#AMflyO PR N.T.S ELEVATION OF BOTTOM OF WALL -0 m InIn AND TOP OF LEVELING PAD �L MDDLA'a OLCIUKDNRS ® NY]LOR DIAMOND PRO —1OK-}pt— MRiAFISTYLE SKTGEOGRID MUWl SMES%T GEOGRW Fprt-xDA� TEMMm NN OF GEOSYNTHEIIC REINFORCEMENT OR CHANGE N LENGTH L.B GEOSYNTHEIIC REINFORCEMENT PANEL LENGTH AS 1fp5 CURTS Bm E Rom MEASURED FROM FACE OF WALL T TURN PC POINT OF CURVATURE PCC POINT OF COMPOUND CURVATURE I'T POINT OF TANGENCY FEN c.OBT•SE*WALL FAC ,!/LATE 2Y W UT)O WALL FACE AOO'TYZIO' CESS fTSATEADI 00 TO sREVEraA[cEsSTO DRESTOF Wxs F NCE POST AT WALL 4 N.T.S 1 i T a I �Lr� FRONT VIEW 4UAR11 RAIL P05T AT WALL air- Z_ $IDE.EW NOTE. EITNER BEVELED OR STRAIOIIT UNIT MAY BE USED f'1,.TTQF i#AMflyO PR N.T.S KNIT 3— aul+EPOG9LrF PFAC; IAE+ITE LVI ISO�WO WAEL FACE -- DRMN OuTmT RPESOW O.C. MAX LOCATE AT FINISHED GRADE BASE OF WALL SAW CUT BLOCK FOR OPENING & DRAIN PIPE DETAIL MT$ W a I L]E E LWYYP�•T IIBLWiLfOEYIDitlB S pwafiCONOTOAVOIDPAVEMENT GEOGRID 4UAR11 RAIL P05T AT WALL air- Z_ N.TS -- DRMN OuTmT RPESOW O.C. MAX LOCATE AT FINISHED GRADE BASE OF WALL SAW CUT BLOCK FOR OPENING & DRAIN PIPE DETAIL MT$ W a I N air- Z_ o0 ¢< a I' -W m 3 N Z -0 m InIn W m m Q e W W c3 LOW£&N11MECENTER5,LO 1fp5 CURTS Bm E Rom REEL DDCK yMI.HE760RD, NC UOW ]�6-6S6-lGDD l V 1338.6 W191671F1 CLY * 4 1 WALLAFRONTELEVATI VIEW -STA 7034-00 HORZ 5CA4.E: VERT SCALE: 1"= 5' GRAVEL OR aMOMn MODULAR BLOCK-ff [r ti f X41 TYPICAL LEVELING PAD DETAIL._ N.T.S r 1 WALLA FRONT ELEVkl N_VIEW - STA 3+00 TO 5.84 L`IHORZ SCALE 1"..76' VERT SCALE: 1" = 5' w urars s CAP H -T -S f-1.1l'AL LEVELINII PAD STEP DETRlL �H.T.S }SET QRAIN - FRONT ELEVATION VIEW 7 N.TS MODULAR BLOCK UNITS ANCHOR DIAMOND PRO NOTE -NO MORE TTIAN ONE COURSE OF SRW IHM SHALL BE STACKED 60*RE WTALMNf CORE FIE. ANDASeoORCED SOA DRAM PIPE OUTLET - SPACE W0C.MAX , FMISHED GRADE AT WNLBASE , — ASOVETOP LAYEAOF GEOIBT0 INSTALL I E 51LT CONDITIONS BEHMD WALL CREST VARY ORCLAY Kl3Cs"NLOTI WNDIAPACIm PER PI40ECT 9PECIFlCA710N9 ADVEOETAIED REFER TO SITE PLAN ITS NFORCED SOIL 20NE� CEOGTiYJ BEeSORCEMElN :. ? � a • xmr f —OAANuEEELAIYET-ReTALLAT: WAILgnAR,DSTO4.TT ., % fi6TLPM tY �T AT SAME d '•• SITE 90M1 BELOW DRAINAGE ASCCA"' CliADE AY Wks 8Aq TAAvu L -Lvmu K PAD �FOUNDATIONSOILZONEI -@4' 4 i TOPOFVRA*iS81 TM WMA LIMITS OFREMFORCED SUL ZONE CETAMEDSOILZOPEI WMLBaTAwMtQO .'AT Ir OEOTF]RILE RAWLM AGPLwTE ALLGEOTEXTAEOVERLAPS MINIMUM24• f a1TE I I DESCR*MON i W CL �1; EVATHWOP TOP CF WALLA u C CAP UNITS Z MODIAAR BLOCK UNITS BOTTOMWALL FMISNED GRADE (BVrG) SlR ELEVATK84OFBLTTOM0F WALL = ANO TOP OF LEVELING PAD J AbAMOR9NRO ® NIpgR CNYORO PRO AN04 _gx_yp_ MIRAFI STYLES GEOGFUD MIRAM STYLE 5M GEOGAID TERMINATION M GEOSYMH ETIC R EMFORCEMPM OR CKANM IN LENGM LawE's atoMe ceNreT1�_uc GEOSYNTHETIC REINFORCEMENT PANEL LENGTH AS REEC DOCK MEASURED FROM FACE OF WALL T TURN PC POO POINT OFCURVATURE POINTOFCOMPOUNDCURVATURE PT 'M OF TANGENCY , — ASOVETOP LAYEAOF GEOIBT0 INSTALL I E 51LT CONDITIONS BEHMD WALL CREST VARY ORCLAY Kl3Cs"NLOTI WNDIAPACIm PER PI40ECT 9PECIFlCA710N9 ADVEOETAIED REFER TO SITE PLAN ITS NFORCED SOIL 20NE� CEOGTiYJ BEeSORCEMElN :. ? � a • xmr f —OAANuEEELAIYET-ReTALLAT: WAILgnAR,DSTO4.TT ., % fi6TLPM tY �T AT SAME d '•• SITE 90M1 BELOW DRAINAGE ASCCA"' CliADE AY Wks 8Aq TAAvu L -Lvmu K PAD �FOUNDATIONSOILZONEI -@4' 4 i TOPOFVRA*iS81 TM WMA LIMITS OFREMFORCED SUL ZONE CETAMEDSOILZOPEI WMLBaTAwMtQO .'AT Ir OEOTF]RILE RAWLM AGPLwTE ALLGEOTEXTAEOVERLAPS MINIMUM24• f a1TE I I DESCR*MON i W CL N u C p n Z LLCY W W = m 1O J QW W a c W W > V M m • j� ORIGNAL ISSUE ATE: 02/12/16 I LawE's atoMe ceNreT1�_uc 1806 ClIRT18 BRIDGE ROAD REEC DOCK VVILKESWRO, RC 2BO7 73EBSS.A000 [Vl D]8.653.345T {F] LU mi J m a 3 Yap z Z LLCY � oN C QW W J 3 bl W M 0 J J J • j� ORIGNAL ISSUE ATE: 02/12/16 I ISSUE DATL• g �'� DRAWNC NUMBER: RW3 10 mem4 mms.WAua AN INSPECTION ENGINEER SHALL BE DESIGNATED TO INSPECT WALL CONSTRUCTION IN ACCORDANCE WITH THESE REQUIREMENTS THE GENERAL CONTRACTOR IS RESPONME FOR PROS ECTION OF THE WALL ACAIK5G SURFACE WATER AT ALL TIMES BY THE USE OF BERMS, DIVERS" 9fTL71E5, TEMFOR ARY DRAINS, ANO ALL OTI-¢R BEANS THAT AAE REQUIRED. THE CONTRACTOR "ALL READ THE REPORT OF GEOTECHNICAL SITE INVS+RDATION BY TERFL COI: DATED 3NalARY 1a.101610 BECOME FAMILIAR WITH SUBSURFACECONOM ONS AT THE WALL AND TO DETERMINE THE APPAOPWATE MEANS AAD MEYNODS TO CONSTRUCT WALL 20 CHANGESTO= THESE DM NNSARE BA75DUPONSITE PLA"KWORMED BY CEDANCREEK CKANDES TO THESE PLANS THAT ARE MADE AFTER 02-12-16, INCLUDING ORADINO, DRAINAGE, 11TV.ITTES, OR SURCHARGE LOADS, MAY AFFECT WALL DESIGN REW1PffNEMS THE WALL ENGINEER SHALL BE NOTIFIED OF ANY SUCH CHARGES SO HE MAY DETERMINE IF WALL DESIGN MODIFICATIONS ARE 7104CATE0- 36 MATEIDAS 3.1 PILES -PILES SHALL COMPRISE HP14X73, ASTM A572. GRADE 50 32 TIMBER LAGGING- TEMPORARY WALL FACE SHALL OCLIPRL9E WNWAL 4INCH X4INCH STANDARD DRESSED (S4S) SAWN CONSTRUCTION -GRADE WOOD. SUBMIT DESCNWT-AN OF`ADOD SPECIES TO ENGINEER FOR APPROVAL 3.3 CONCRETE 3.3.1 ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 301, ACI 310 AND ACI SO2. 3.3.3 SHOP DRAWINGS FOR ALL COMfIE-E REINFORCEMENiTSHALL BE SUBMITTED TO THE ENr_4NEER FOR REVIEW. SUCH REVIEW ISPROYIDEO ASA COURTESY AND NOT AS APPROVAL THE CONTRACTOR REMA[NSRE&PONSIBLE TOPEMORM SHOP DRAWINGS THATREFLECTTHESE WALL CONSTRUCTION REQUIREMENTS. 3.3.4 FURNISHFORW*OFIKMRIFOWAACCESSORiESACCOFM94GTOACI301. FORM FOR WALL FACc^SKALL PROVIDE A PATTERN AND TEXTURE THAT IS TORE REVIEWED AND APPROVED BY THEOWNER THE MAX0,BW 13EFTHOF YHE PATMAN ANDTEXTURE ISO.5 INCH 3.34 PREPARE MWH MINES FOR EACH TYPE AND STRENGTH OFOONCRETE DETERMINED BY EITHER LABORATORY TRIAL MIX OR FIELD TEST DATA $ASES P45PORTION NOPMAL-NE IGHTCONCRETE ACCORDING TO ACI 211 Is AND ACI 301. 3.3.5 CEMENT SHALL COMPLY WITH ASTM 0750, TYPE I OR 111 3 3.6 THE USE OF FLY ASH AND/OR GROUND GRANULATED BLAST -FURNACE SLAG IS NOT PERMITTED 3.3.7 NORMAL WEIGHT AGGREGATE SHALL COMPLY WITH ASTM C33 AND NOT EXCEEDING 1 1,2 INCH NOMINIAL SIZE a38 WATER SHALL COMPLY WITH ASTM C94. DO NOT ADD WATER TO CONCRETE DURING DELIVERY, AT PROJECT SITE, OR DURING PLACEMENT. 3.3.9 ADMIXTURES SHAD. Be CERTIFIED BY MANUFACTURER TO 00141AW NOT MORE THAN 9.1 KRI;BT WATSA•SOLMLEG4ORIDE IONS BY MASS OF CEJ,NEfTTTROUSpAAn- L4LANDTOBECOMPATIBLEWRM MEN ADMIXTURES ANDCEMENIMOLPSMATERIAL DONOTUM ADMIXTURES CONrAWMG CALCIUM CHLORIDES, 35.10 AIR -ENTRAINING ADMIXTURE SHALL COMPLY WITH ASTM C280. 33.11 WATER -REDUCING ADMIXTURE SHALL COMPLY WITH ASTM 0494, TYPE A- 3.3.12 HIGH -RANGE, WATER -REDUCING ADMIXTURE SHALL COMPLY WITH ASTM 0494, TYPE F 33.13 WATER -REDUCING AND ACCELERATING ADMIXTURE SHALL COMPLY WITH ASTM C494, TYPE s3.14 WATER -REDUCING AMD RETARDING ADMIXTURE SHALL COMPLY WITH ASTM C494, TYPED. 3515 PROPORTION USING NORMAL -WEIGHT CONCRETE MIXAS FOLLOW: 3.3.151 MINIMUM COMPRESSIVE STRENGTH (28 DAYS) - 3000 PSI 53152 MAXIMUM WATER/ CEMENTTTTDUS MATERIALS RATIO .045 3.3.153 MAXIMUM CONCRETE SLUMP SHALL 4 INCHES .1-1INCH. 13.154 MAXIMUM SLUMP FOR CONCRETE CONTAINING HIGH -RANGE WATER -REDUCING ADMIXTURE SHALL BE B INCHES AFTER ADMIXTURE IS ADDED TO CONCRETE WITH 2. TO 4 -INCH SLUMP. 35155 AIR CONTENT: 6%M-1.5% 3.318 PRD17DE BATCH TICKET FOR EACH BATCH OFSCHARGED AND USED IN I HE WORK. INDICAITNQ PACIIECT IDEHiTFIr LT10H NA41E.A1CQ NUM BER, DATE, MIXTYPE-MOCTIME,OUMiRTT, AND AMOUNTOFWATER ADDED. REOOAD APPROXNAATF LDCATIONOF FINAL DEPOSTINSTRVCTDRE. 3.4 HEADEOANCNORS SHALL SATIAWYY THE DIMENSIONS SHOWN ON I HE DRAWINGS, COMPRISE LOWCM6O<N STEEL AND SATISFY THE REOITIRE MENTS OF ASTM AT DA THEY SHAL BE CENETERED ON THE FACE OF EACH PRE AT VERTICAL INTERVALSOF 121NNCHE6 AND WELDEO TO THE PRE IN ACCORDANCE WITH AWS D.IA71M2010 SECTION 7. 35 DRAINAGE COMPOSITE SHALL COMPRISE J -DRAIN 40DXL SITEDRAIN 18608 TCMIRAFI G100N. 3.8 DRAIN PIPE SHALL COMPRISE 4 -INCH DIAMETER SLOTTED AND SOLID HDPE. 37 DEFORMED REINFORCEMENT BARS SHALL COMPRISE GRADE BO STEEL AND SATISFY THE REQUIREMENTS OF ASTM A813 4.Q CONSTRUCTION UPMGNCi� Cl VERIFY THAT EXISTING GRADES AT TOP OF WALL ARE ACCURATELY DEPICTED ON GRADING PLAN 42 DRILL 141NC1 M"VIER NNINMIUMI SOCKET Ar SPECIFIED HLE LOCATIONS TD TO ELEVATION THAT CORRESPONDS TO THE BOTTOM OF THE PILE INSERT PILE ANTI! TIREMIE ChNCRE-TE FFpM BOTTOM OF SOCKET TO BOTTOM OF WALL ELEVATION. 4.3 THE TOP OF THE PILE SHALL BE WITHIN 2 INCHES OF THE ELEVATION SHOWN ON THESE DRAWINGS AND THE PILE SHALL BE WRHIN I DEGREE OF VERTICAL 4.4 WOOD LAGGING STALL BE INSTALLED FROM THE TOP OF TME WALL AND 0OWKWAR0, EXCAVATE PISTU `+OIL FROM M MCHT OFPKESIN UFT& THE LIFT NVOMT SHALL BE SbrARLL3HED BASED ON ACTUAL SM CONOTTIONS AT TIME OF C oNtsTRIJ IMONN AND UHA44 M SUFFICIENTLY %UM 1. TO PREVENT SLOl1GM0Ks OF THE MrtU SOIL CARE SHALL BE EXE RCISEO TO PREVEIFF DPJTUPSANCE OF PREVIOUSLY INSTALLED LAGGIM .BOIL SHALL NOT BE EXCAVATED FROM BEHIND PILES, THE AMOUNT OF SOIL EXCAVATED BEHIND HACK OF LAMNO SMALL M I "U"'ELY7YO T7@ EVENT we PACE SOIL AND VAMP IO FILL V(ITPSPAC'ES BEHIND LA001NCR AVERTICJ'L SAACLN0ISETWE6'N LAGGING WARDS OF 0.5 INCH STSALLBE MAINTAINED. 4 5 INSTALL LAGGING WITHIN 12 HOURS OF EXCAVATION 4 B INSTALL HEADED ANCHORED IN FIELD OR SHOP. 4.6 INSTALL CAST -MI -PLACE CONCRETE FACE 4.6.1 CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE CURRENT VERSION OF ACI 3181WILDING CODE REOIIIR64ENTS FOR STRUCTURAL CONCRETE' 4.62 MINIMUM OF CONCRETE COVER BETWEEN FACE OF REINFORCING BAR AND FACE OF CONCRETE SHALL BE Y 4 62 PROVIDE CONTROL JOINTS AS SHOWN ON THE DETAIL DRAWINGS SPACED AT A MAXIMUM OF 25 FT. SQ TE5TTRG AHD DNSPECIIQFI 51 THE CONTRACTOR SHALL COOPERATE FULLY WITH THE INSPECTION ENGINEER 5.2 THE CONTRACTOR SHALL FURNISH COPIES OF ALL REPORTS OF INSPECTION TO THE OWNER AND THE WALL DESIGN ENGINEER 5.3 THE INSPECTION ENGINEER SHALL OBSERVE FILE THSTH1AT10N. RECORD PRE -DRILLED SOCKET DEPTH AND DIAMETER, RECORD PILE LENGTH, VERIFY TOP OF PILE EEEVAT ION. AND VERIFY PLIPABNESS OF PILE 55 CXWCAETESH LBE SAM PLED IN ACCORDANCE MM A$TM C172 AND CYLINDERS SIAL BEPASAICATED IN ACG]AONXE WFTH ASTM C31. INTHE ABSENCE OF LOCAL REOURI£MENTS, ONE SET OF 9CYLI§TIM SHALL BE FAHRICATEO FON! EACH DAYS POUR: {TIC 7•DAY, (TMd):6-DAY, TWO HOLD 56 AT THE T ;AE FRESH CONCRETE IS SAMPLED 10 FAOMMATE CYLTNDERS FOR STRENGTH TESTING, SLUMP AND AIR CONTENT TESTS SHALL BE PERFCAMED AND THE T EMrURE OF THE COKCAETE SKULL BE Den RAINED. PERL 5.7 WRITTEN REPORTS SHALL BE SUBMITTED TO THE ENGC.TNEEA STATING OCFAPDAWE OR WITH DESIGN DOCUMENTS AND SPECIFIGARON3 ALL REPORTS SHALL BE SMNED AND SEALED BY A REGISTERED PROFESSIONAL EHCI1NeEk 0.4 SU5UIL7A_tfi THE FOLLOWING SUBMITTALS SHALL BE PROVIDE AT LEAST 14 DAYS BEFORE THE START OF WALL CONSTRUCTION PILE TYPE AND MILL CERTIFICATION TIMBER LAGGING WOOD SPECIES CONCRETE WALL FACE MIX DESIGN SHOP DRAWINGS FOR CONCRETE WALL FACE REINFORCEMENT DRAINAGE COMPOSITE SPECIFICATION DATA SHEET DRAINAGE PIPE SPECIFICATION DATA SHEET W LOYYE71 H E C Emrom LL 1805 (:URTI5 BRIDGE ROAD REEC DOCK WILKESBORO. NC 28697 378 E-59.4000 M 335.(.-S9 7257 IF ORIGINAL ISSUE DATE: 00/00/00 PERMIT SET ISSUE DATE: CONSTRUCTION SET ISSUE DATE: ORAWINC NUMBER: � RW4 � FRat[ ELEVATION - WALL B STA 0,00 TO 341 scr.ID PILE SCHEDULE WALLrman MUMS SEE FRONTEL6VATIp1 a4• cHaM1ER FRGNT MD SACH AMRNDRI�nAL 11n 4 � lr Tn9TDGL carr+A,Dla FRONT ELEVAT1M • WALL H STA 34110 TO 4+47 2 SCALE: 1•. Tp DRAINAIS COMPOSITE SEE DRAINAGE DETAIL GRAIN -SEE -� �• FpRAWAGS D4TA-�- ipmA,r DW CRETE S?uFT MaIAF�Rf 1r Du 3 SECTION - TYPICAL WALL A H.T.S CAM VERTICAL NO44D1B•H BW - SEE FRONT ELEVATION WELD PER AWSE O AWTM CENTERED ON D1.tA1t,1M2010 _FAOE Di 2.1CN RLE V9RiCAL SECTION7 SPACING - IT 5 PLAN - PiLE AHD HEADED ANCHOR N.TS 11 BAN NORMONrAL It LTRI'ICAL 5EE LFII sp AT 543805 A7J0 M1EO SPANS 38•PIAMFER-•I ,�/AFEW WILL ` RM WI RETE FATH • _ OTR4 RHA L4'4n TIAITPROVIDESPAT APPROVED M � APPROVED BY OWNER MAXIMUM . DEPTH OF PATTERN B TEXTURE IS OS MAXLIUM DISTANCE BETWEEN CONTPDIJOIN131324' ON • WALLA CRETE FACE A REJHFOROFMENT SCHE U 8 PLAN - CONTAOL JOINT H.T.$ N.7.5 DT�•� I "AOHDR""'ENFL IAdTEEL i1� l$mygl•A�"m nm' 5ECTIOH - HEADED ANCHOR sy,�Nyy�TtpN T `•---r 7•TrP TOPEuv�Orrou-L'�!' A;" +010 CIP CONCRETE FAO( TW -SEE FRONT ELEVATION- +11.0 +]i0 SY 3 + 5 CIP MW,THTEFACE FDRM WRH 11NEN THAT PROVO)E9 FOR 6 TEXTURE THAT IS TO BE 4715 'In5 460.0 4W0 J A 6AR NOFY2[/11AL APPROVED BY OWNER MAMMILI 4565 4535 I0. .. .. 1101 M 12' VEITTICAL-�-•, - GBATi VERT1CA1 DEPTH OF PATTERN B TEXR,RE IS 0.5• C'WC041CAEIE FACS MB1 0.72 4730 4735 COIRu4D01fi ' •� I 11134.151912 rFEDki,ABS 97411 151.5 45/.5 MIN UP 3PI.ICEA°F°'=d,2. 1� 745 475.0 451.5 1/ R 6+AL 41DRgGNTAt 415.5 U•1gW8H yLGGE4G NHNM :nl CONCRETE FACE NO.+O IZ V£A1'.C.4L uMa24D AND DRYXBGAI4➢ /. r •• oYERIAr [y PILeFul4rEs 1.p RE8IFORCEMEMOMITEO CLARRr µSEAND W�Sp OWITED 4O9 CLARITY L-8:µ• TBmEB IAGGMIG. 1ANM.fA NPADE BPTWEF.H LAGDXBO;: 1785 FOR i7 B e• OVERLAP OF FRE FLANOEe 4715 - 1 19 1.44 11' n'T BOTH &CES HEADED ANCHOR LTYP) 'r,! 1.52 4815 • AT WALL ENDS AT M"Am \-PIEHPI2X630RWPIVM VERTICAL 9PAGNG IS TYP ERE CENTD ON FACE OF 1.W 4630 418.5 ASTM A572 PPE SEE DETAIL 45A0 456.0 657.0 41 85 446.5 n u 25 r`1 PLAN - WALL A CONCRETE FACE 8 REINFORCEMENT SCHEDULE Y PILE MPt4X7.8 NEs 4N.5 28 2.W FLT.S ASTM AM - 24% 4W5 +63.5 416.5 446.5 DRAINAIS COMPOSITE SEE DRAINAGE DETAIL GRAIN -SEE -� �• FpRAWAGS D4TA-�- ipmA,r DW CRETE S?uFT MaIAF�Rf 1r Du 3 SECTION - TYPICAL WALL A H.T.S CAM VERTICAL NO44D1B•H BW - SEE FRONT ELEVATION WELD PER AWSE O AWTM CENTERED ON D1.tA1t,1M2010 _FAOE Di 2.1CN RLE V9RiCAL SECTION7 SPACING - IT 5 PLAN - PiLE AHD HEADED ANCHOR N.TS 11 BAN NORMONrAL It LTRI'ICAL 5EE LFII sp AT 543805 A7J0 M1EO SPANS 38•PIAMFER-•I ,�/AFEW WILL ` RM WI RETE FATH • _ OTR4 RHA L4'4n TIAITPROVIDESPAT APPROVED M � APPROVED BY OWNER MAXIMUM . DEPTH OF PATTERN B TEXTURE IS OS MAXLIUM DISTANCE BETWEEN CONTPDIJOIN131324' ON • WALLA CRETE FACE A REJHFOROFMENT SCHE U 8 PLAN - CONTAOL JOINT H.T.$ N.7.5 DT�•� I "AOHDR""'ENFL IAdTEEL i1� l$mygl•A�"m nm' 5ECTIOH - HEADED ANCHOR sy,�Nyy�TtpN T 0.005 TOPEuv�Orrou-L'�!' A;" +010 CIP CONCRETE FAO( OA +11.0 +]i0 NOR 4W 3 + 5 MI6 MP4 M32 4715 'In5 460.0 4W0 6 1 OHO 0.48 4715 4720 4565 4535 I0. `�T: 4725 4585 1, 10 MB1 0.72 4730 4735 45&5 6585 11 O.W 97411 151.5 45/.5 12 13 MBB M% 745 475.0 451.5 1/ 1.04 415.5 4516 is _2 4780 458.5 16 1.p 1785 4535 34W 3.68 1.28 1785 451.5 i7 B t'S 4715 451.5 19 1.44 4785 4515 p 1.52 4815 448.5 21 1.W 4630 418.5 22 1486M_ 45A0 456.0 657.0 41 85 446.5 n u 25 1.76 1.64 1.02 M.5 4815 ML5 NEs 4N.5 28 2.W 4835 4485 27 24% 4W5 +63.5 416.5 446.5 28 29 2.16 244 M. 4N.5 p 2.92 444.0 4486 DRAINAGE COIPOSITE SGHEDILE STA HE 00�72-0rBB 24• MBB1.N 48' l.N-1436 W 1.96-1w4 72• '45A1.86 %• 46BMp 120• 3.203.W 108• 3.603.92 98' 3.924400 7T 4406-4.1fl 40• a1s4.aA z.• M DWIENSION ARE 4!- r PAL ND - e7AnpH WF T 34 32 CIP CONCRETE FAO( DE ILE �TVRYA1n65CILO 440b 4465 33 2.56 r Dp1 HDPE PIPE TOSAN 4465 34 SEWER SEE SRE PLAN 4840 446.5 3s • `�T: aes BETWELRV PILES WRAP SLOTTED.�.� H ° A-DIASi01•FSO HDPE P�410 SAN BEWPR SEE 6nE PLAN PIPE YATH DIWNAGE WAROSRE SEE SECTION DETAIL O KYINT/OIiSSSETRCEN PILES 2.88 • -. BF,•IM PLEBO ALL tiOL10 PM EATEH07' INTO 36 39 40 2496 3.N 3.12 nRA51Am L'h. oesm 5VW1P. Sm SEC" DETAIL- ETAIL1(,,E 4485 4485 41 42 (MOO C LER M ATTAM TO ffiOiiED PPE 1W.5 4630 4485 NBb PLAN • WALL A DRAINAGE SYSTEM 3.38 3.11 M30 482.5 9 H-T.S 45 PAL ND - e7AnpH Tn €.ykT nDrrDM 4�ii 34 32 !W 2+48 4840 4840 440b 4465 33 2.56 x640 4465 34 2.61 4840 446.5 3s 2.72 Ie4.o aes 36 2.6o N4.0 4465 37 2.88 4BAD +fl4.0 4485 4N.5 36 39 40 2496 3.N 3.12 404.0 483.5 4485 4485 41 42 34p 3.28 1W.5 4630 4485 NBb 0.9 M 3.38 3.11 M30 482.5 -5 44&5 45 162 +625 4/6.5 4B 47 34W 3.68 4825 4820 4HLs 448.5 49 49 3.76 3.84 N15 4815 416.5 446.5 W 3x82 4010 4485 51 4400 4W.5 419.5 52 4.OB 478.0 4485 53 54 55 1524 6.32 47).0 475.0 473.0 45A0 456.0 657.0 so 1.10 471.5 158.5 57 a.465 4685 6583 SECTION - WALL Ap_RANAOE SYSTEAA u N.T,S N FRONT NS•SEEscF ,-E - PE6 APART C 046[DTFjcrAF ANO CORE ENCASE POKED /PE WnLONPON11 THESE EN7G -n»NA�vvL GEGTexlte S� - STOP07GIR0 YOIa'lr,OTTE044pPE PIPE SEE9TE Py 4 afiTWE>•04 F4,E43 r 5OL10 FIFE gq•4D4ur, ELEVATION OF BOTTOM OF SLOTTED PIPE CORRESPONDS :PR.YI�1UC Oow TOTOPOFCURB W a- W W OS n Z,& ¢°a 2 FW m 3 Lei N We m m o J� m3� a e rn m > 0 v, 3 LRDW£3 HDIAE C>:MEA�. LIG %GOB CUAnS BRIDGE ROAD REECDOCK TYF.KEWOM NC 2.)687 776.65eR000M 335.554 1257 IF P.Aa4e.nelwrar.vlwn • 4P.w • ■ p4A m W S 0 J J J Q 3 YQ U Z � o Occp Z N W m Q LU J` � LU 10 J r_ RW5