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HomeMy WebLinkAbout18-074 Map 21, THE LOCA-FoN OF K­wt, 5-11 -, U, -EE. P:-'E, P-_ ER, GAS, F� -N I ARE Z�.OWK 01 THE �'L_AN5. THE a; Pop NTRIACHDIR EF PEIZP-�rl * 2 �jcpr,11;oY ,,rW sxrls7YIN-� F AS TO THE ­0 OF HE Al"M "I N':­'NED S S Di,1,.-IA'-,FO Ey COI.TPACTOP. SI; PE C�_ ­,-NER -?I, suOi AEPAIC, NECISIAR)' 5HALL EE M, AS RTF��U!Rv_ .,'(THE , OF TIE C I' OR 5TF L,�. ­P. By A. A:L DTI;rupmD AFE,s , RECEIVE ,D'I'll FIC 0111ton OR _. 'om e 3- A. L HE.,S 'INII AnEaS 1::TH PLANTINGS _1,1 BE fAULC-1-- MTF EIHREr--Eb TAIR'­iODD LID; cry -1. SCAPIF� R.-ITS 11 AL PLANTINGS 'Rf'3R TO 11 IMNC. A:L S; RVP ­T ERIEL MIUS-- BE .18' IN I AT -NSTA'. I­LDFL 6- FYkAT1'NS FOR SHRUBS SHOW D BE 6- GREA7=¢ -HAN R-D- U'u- Im wl-_TH AND -IN DEPTF� TOPEOI: !1:4, 7. D- DAL SHOLILC' BE 1-6" ABOv, Gc'-F ArE5 P! ',NwV.r. 8. A: L'rRz, TO EE L'TIN" 1UM OF 4' IN C' Ui ER AT LIKE CiI 'NTHIL:- Ilr:. 9. THE SOLI RCP .-- *ATER FOR JP-cSX-ING THE tA1;­PE.ARE4.-,, 5HRUIES AND TREES 011. THE N.47.ER EPfGGT5, -N THE H.USF- LAND .S(;APE / BUFFER PLAN ('AED DENIED I)aie Plans Development Administrator CITY OF LITTLE ROCK COMPLIANCE INSPECTION REQUIRED UPON COMPLETION SYPf Y>E I QTY EXIS:ING OAK TREE 1 RED SUr SET: MAPLE LEYLAND ;')TRESS A "' E.R: -AN BOXWOOD 2 65 0 DW,`,R,- MATCH EXISTING SIDEWALK 1, rLi IISNA REGU_A­GNS 5H,k-LBE STPIC-7 Y PRE`,TN. INTIERAC-IONM 101 Eh S01I.-C17- 2- THE OCA7­Ij0FKNO­,'1U6S: " FATE 'TRIJ :TJZ El, P ARE St4O­J0.N'4'iN_AN'ZtTII,.E co F THE AF-,;P; HENTM-11:; HEMS, �110 "'Fj NO: Ail -EPA:-5-70 UIUFI�S JN-G-O BY SHAL BE D -TLR STUCFRE-1E CGS. GFECII RFPA.S NE.ESSIRY ;:IAt: BE z A, HEJDE;f 7.1-OF � E BY THE �`T­,-OP. I AL'BILE- 5, DRIVES, %VA_kS, ;T­CT.I.RE1, FENCE'. ETC. TmATARE OfB- -RBED SMALL BE THETR C­GINA; - OR BF71--k 'I, USUIG LICE VATERI'_-.� CST OF W:A RE "IS SiIALI­ BE ED-NE W!TIE CON-RACT01 UNLESS FOR 2,V.'11ENT IS M.i;g IN ME PROPOSAL .ALL -.. N,RETE SH.- DEVE_OP PSI COFtFRESSn7li BT IN -'a DAYS UNLESS EPEC!F. -EL s9E43H1,U?5PR1OPT0n!7'z N U). II I. If EXISTING 30" OAK TREE V.N CRAPE MARTLE OR APPROVE TREE FROM CITY OF LITTLE ROCK (TYP) CONTINUOUS ROW OF 3-GALLON AMERICAN BOXWOOD (42" O.C.) EXISTING 6' WOOD FENCE Y. t WHEEL STOPS (TYP.)--\ 114 c_ P44ALT PARKING SURFACE (309 SY" SEE DETAIL SHEET C-3 1 0 I ,I— CROSS -TIE 06060 OP000000 S'SIDEWALK (5 CY), SEE DETAIL PW-41, SHEET C3 20 LF OF CONCRETE CURB &— GUTTER, MATCH ADJACENT SEE DETAIL PW-29, SHEET_Q�_ CONTINUOUS ROW OF 3-GALLON DWARF YAUPON (36" O.C.) RED SUNSET- MIRE (TYP) 6" ASPHALT CURB MATCH DRIVE TO EXISTING GUTTER LINE GRAPHIC SCALE LEYLAND CYPRESS OR APROVED TREE FROM CITY OF LITTLE ROCK (TYP) EXISTING 6' WOOD FENCE CONTINUOUS ROW OF 3-GALLON AMERICAN BOXWOOD (42" O.C.) — 6" ASPHALT CURB MATCH ASPHALT TO EXISTING CONIC. PAD EXISTING 4'WOOD FENCE PROPOSED 6' WOOD FENCE WHERE FENCE IS ONLY 4' HIGH W/ FACE DIRECTED OUTWARD STANDARD DUTY CONCRETE PAVEMENT (31 SY), SEE DETAIL PW-35 & DRIVEWAY DETAILS, SHEET C3 P- Now MEN MEN ( I"T" "I'llL P,R ( I `,S �1�n f_ (,I a I� pl.j.cl Nu._ B352d?A9f Issued: DEC. 2018 0— 8y J :GB :;N cat d By; BCD Scare 1•+ IV' Sheet T:dI, SITE, GRADING& A N _% S CA P I N - P: A N C2 SheI,l 11­6e1 TITLE Plv-]s .� RevTslon au R ALLEY TURNOUT AUG 2DC6 APR 7015 I Varies 20' Mini.— NOTE: APry TurixsaS Sh.11 @� �encuuctad Monolithic 18' Minimum �� With Gutter Section. Hatched ore. denotes area of ea mement for IN. Pay � 'tams --- 7qK as r w o" aunt ow EXPANSION JOINT ** Driveway Slope -EXPANSION JOINT Taper Curb al� Ceram to 0" at HC Ramp 8• Minimum Thickness Control Joints of 12' Min Spacing on Center Each Way. DRIVEWAY GRADES SHALL BE DESIGNED BY ENGINEER TO KEEP STORMWATER IN STREET, 2% MINIMUM SLOPE AT SIDEWALK CROSSING, MAXIMUM % OF GRADE CHANGE IS 16. r—s- B Q CURB CUT DETAIL SECTION A -A TITLE 6-41 Mutt Dole an a.a SIDEWALK DETAILS AUG, 2006 APR 2015 SMewalk Joints Shall be Cut at least 2OX t aFOeplh IN Sidewalk Inkervalb, Equal N�I ` I. Sidewolk Width.. rCurb I Sdewolk I i PLAN EXPANSION 4 JOINT NOTE: T' EaPareNian Jain] 51Nciny at 60' Or adj.o.rl Bsadrtltlal Walk m 54ueturs and f 13— Joint Sealant shall be (2).51 alk Expansion Material 'a Required Between J16MSon..Sarr, rt2 Sol( Leveling • Olk saCurt, UMhane as M.ruf eburod Dowel tars with Expansion Joint Material required at inlets. by Chemn,x or Equlvalwl, See PW-42. Back of ' Snes idewolk tobe right -of- ay li.less allemate location is appr—d. ear . { 5'—D"etyp — 5' Minimum Width !� 2X SIoPe 1X (2.2 mat) 3} I Conc. Main. .. r . (tot] P.s.i.) �? . � ice• � - • Subgmae to be comthan anger Ippe d to not less than BOx Max. density as per AAS.H.T.O.-I60 FULL DEPTH SECTION REQUIRED Expansion joint shall be installed 8etx public and private s-0ewalk, buildings or 46—o , _ •� . EXPANSION DETAIL TITLE I PW- e Issue Date ovq:lan o C CURB & GUTTER SECTIONS t7 r RESIDENTIAL & A R i COLLECTOR STREETS �LfTSVti Use Edger A Here if 2"Radius UPRIGHT r CLASS 33 Y 2"Radius eb F Install 1/2" Bituminous Expansion Joint Material At 100' Max. Intervals Or At Tie Ins To Boxes, Radius Returns Or Driveway Aprons. Control Joints 1 S' Max. O.C. Joint Sealant Shall be SDnnebam SL2 Self Leveling Urethane as Manufactured by Cherl or Equivalent. i.' ASPHAi:r CDNCREF -\ HOT MIX CLASS : GIL:'JEL 4'ARKT'1G —• T1. $LiRVAC >: COr4 PAC'^D 7Dx'' q� 95".o HOD'F1ED PROCTOR DENSITv !x 1:011PA--" SUBGRADE'[0—r,! J5�MODI-11— PROC-5OR ASPHALT PARKING ADDITION DENSITY TYPICAL SECTION FINISHED GRADE AT LEAST - v TOP OF -tiiS TO PREVENT r�N11111G IN PARKING NOT SAW JOINT SPACING: 10-15 r.T01CATIQQ; ]H RAO" Gt SAW Mi N3 $tIAI,L 6E ROTATcir:AT A LOCATION 3' FROM 1ERMINATION IO 6" c01Tii.IJU CEh ENT ---` PRODUCE A RIGHTAN E WI H —VRD CDNCRC't. OR EDGE OF PAVEMENT, SECTION B-B� t K e � >L a 4' 6A5E COURSE � DRIVEWAY TYPICAL SECTION Z ON W © � W C3 o N N 0 0U3 JZ< Q x fn Paz Z � f Y Y >- ng Q EY_ 06 Q W tr. O v JJm� W LL �<O J [rLn LL v MEN now Ron Ri! REGiSTFRED PROFI'SSIONAL ENGINI-i: R ,E t • � DEMO!. L NcrEs THE'N'EfJT OF :HE L]ENIOLI T'C': ?L'.IJ 1;' TO REN'r�VE ALL i TEMS NECE''SARt' FOR TH= C'OF:4:E:'C!: 0?lHE ?RO:EC", :HIE MAiN :�ENiS *D E=?EI�O•iE�.4h-: .. ,':'_FETE: CF..✓E, CURT AND GJ`:'TER. _ _ _ _ _ _ _ VURF.ED SMALL 2. IHE CDI.TrrS_i Ok 1_ TD PF.C7ECT f.LL :TF615 'O PEMA.JN, STF EEIS�, DIRIVES, '•YALY.�: GkA'!LhOE S:kUCfU+ES,=EIVCES, ORNE ETC, CON kA Ol BE. RESTO FED'D THEIR OR;.J?.AL DA HE�E.F' COND O JON L;.-. .:KF. FIAT ER:AI,S, .:UST C]F S;!CI!?E?KIPS SH.A:L F•-:. BORNE BY T!1F CON' kA:: ":OR l%::;[55 ikCV1SION FOR PAiMCNT CS MAOS IN T!,E?ROP:%SAL, 36 THE :Cf,T.'.-C'[:� 15 PEv U:FED T bf:Fl"THE ONE ",LL CEN-E- Al 1-'o nC-eB2-6i9, 9E HOIJES RPIOR TO D:GGI IJG i'! OF DER 'H:.T L'NDEFGF.CUt:O:l :LtiES IN THE AREA CAN 3E LQ:: .TER;_ 9i -HIS G_ •r! STOU_D BE USF- IN C0!1JL11+" ;Ink ::ITm -HE-O?OG—H"-; SURVEI VO-2 k->ER- _E. T--_ _OCAjICN Cr RN�-N SUBSJRFAC=; ?U TUBES, VIiEy, '•CiYEi.��-RHONE. ETC': SHC":i I: DI: IHE, .'ONTRACTO°:4Ml_BEr-E.`?ON:.KtFO.GBTA i?gh�Ft:FCkl14TQI}IJ AND SATiS:�:!lGil�}iil1 TU AS TO 1 I•.EC! r :OIJ OF':H EinErJ-NM f:�HO'WNA':::NOY."ViN. Al: RE.PAIRS'GR♦A!j0(;-";SHF'J"I•I F.CE$� SHALE BE MADE AS E� ) . - l_ NS 'r=C Aw. SHA_ L BE BORNE BY THF CON-RACTOR. C'iiC OF :Hc UT'L['Y OF:.;. C.CS OF SLCH REPAIRS OR 'EL0.A J. .- f._'- A"' - - - -e' AT ON S 1 L EF JNr'IFSvfF b "': 1, - J A RS POW. r A lUN AND TO SUBSU FACE .1.. AE N :::HOD' kECiARD TO THE F_A: P.F1A' S L:NC:;L'iI ER[O AiL k_'Av Y ..aG Tl .Jiblj IN B'D BE D?S:G'NAT?::AS'FR IN.1'ON. RSHALLIOECE 3E ERE RLYNES75 SO: Lv T. ANY?EEEFEtJCE TO SUBSURFACE FIATOT TORE TAKE.?LAIJ'ANv - - - _ - - - - � R �' FORMA OIJ �!JC :S NOT TO BE TJKEL: AS A': :N THE TIC OO !LASS.F D EAC-R IN! NDCR'i E'v`JL N I _ETTERS OR RUCK :5 PTH, r FDA : HE C'I.NE _ .N Tl ,. rLJ01 C-T1CNl OF ClASS:FLEp EACAvn:i�IJ CIi•f HE :;:A:N:r OR E:'HEk 'n'UCi', El.?TM, O AN': D:.E?MhiEF'AL'NVOL\%Ery T-E CJ!JTPJ FTCPi hiL_�DRAVr HIS - \' :: .'rFl 5 CC T19- A(.'CUHAC1 OF THE. Ua'A AM" !iC ;WN ::r.'.N',:4JS'O NS AS 70 THE C'C':OITIO!;A lO BE LNCOU NI 'RED- T'l;;, CV. -':ER D'JI-S 1:OT CI'•: ANY GUARAN .. A.' r:iFIM vr;L; BE CO!JS[L EF'c0 FO AbO1T1:JIJA'. CC'9?F.NSA-:CN `i%HErJ THE '1ATr_=;AL :' EO..Ui!LITERE I; ARE NOT IN ACr;iFO :YETI? THE CLASSIFICATION SHOWN. n. ALL SALVACEAa_E I:'EM: SHALL BE SrGRED FOR REV*i Y BY ONN=R R:;OR'ID REMOVAL. r- CINT?•^'O?T. ISFOSE.FAL- jN`_-ALVAGEAEIE VATERIAL-O BE REMOVED. AIL MATEkll, -S BE REfROVED L BECOME THE?ROPE—OF THE --C'OR AD1D SHALL SE D:'SROSED O= f S ST•ECi?:EDa UNLESS O'HERV:ISE !JCI-`. ti ALLABA\;%�NF.U>—ICE LJI-S5!1AL,BED:S::I)!':NECTED AND CG.F'PED?_R UTILITY r;.I.tFA1JiE5 REQJ'.'.FN'ENTS.::O;:FOIN�.F AyL D' C�NNI;:';CN'.i 1"J^tl UTILITY CDMRAr.'ES• S. AT AIL LOCATIONS W4. RE EXU,!I:JG C'ONCREZ :S TQ BE. F.EI-IOVFD AND iS IN' -_'f,ATE:. AD'AC NY `CONRUIE TO :k HlA.11:, SA'IJCJT AT :: r'STiI:v ::C': Ta OL _O:rJ-. ,i EF:IFY 1r: F;_; ALI, Ik!i A:Jr. C 'T-:P. ALONG STP.EE'S AF.E TO H'' 2EI^OVED Yi:1.1:;A:': Ci!": A? C:-N".RMF;r.S?IW_T )OIMG DEMCLt]fO ti CGN7RAClvk'1L'ST `✓191T S7'E A'JO %' 5=/ AL. E%I�::NC SCCE CONDTfiON- •. Cl':':TR.A'_'IOC IS-O ER:NC TC':HE AT-':'J- ::: L`" THF. -IV IL EN;GIDIEF.R ANY AREA OF E!1rJ;:-ICI. IN:;UES ON BEFORE PROCEEDING tYRH Wcllh. :.t, O:`:TRA.�Ut 7r.) 2E'•:lfi'i ANEi C:OC�k:^. f1iLTE DELFC�I-I:ON LIIRI'S lY'T!I NFVi CGNSfkVCT ILPI PI:.':j r j Ir I I I�I ,,E.NEFAI EROSION::X%NI:?O: N07.' : r. Pi! 3H�:L EE IRIS-A(LECJ AS THE PRJ: F.C- Pkr,GkESSES AND AREAS ARE CJISTLFBEb. 2.-LL::­EI; OtJ A!:',`.ADF•:ITC :ME sUc SFV_B. F... _..EL F'CM S._1_ 3. MlS ,-CT ALL E?O' :ON CONTFDL DEVICES','i;.E:: L'i A':=DLLO'�'ll:•:G ?.AINFALi E.JEtVS OE L�51NCHES. 9, A_L El, ­ION CGN1'ROL CE`::!'ES A.RE :0 BE. !9AlfJiALNF.] I` C::;iU Y1OF':,:N":. t0!Jp1T1DIJ TH.kCIJC:!:'l%T:f1E DURAI;ON U? T �L aF. AND J:'J-:: ?rRtF:.NEIJ-'•: CETAT:OV _:i ES':.3L]SHF.0..4 L S;OII•`EIvT TGA';i .1FE TEJ De CI `At:E[i AS E.�I,:G EL. 5, .%:L L`L I L:kcED ARE-` :EFT IDLE FCR a ?EFIOC 0=19 Df:/1 CR LG:JGEF, ARE i0 kEDE?iE 7EMPD?AR]' VEGE-ATI^IJ ?Ilp H:V_G:^.-D. E. ?EN`O:,E EROSION CC!1T?C,L:REVILES FrER PE?MANEfJ":EGE-ATI']LJ �=ETA+SHED. B. -HE LOCATIONS OF THESE TO PRE•'ENT EROSION; T:i= ?RJEC: F.OGRESSES Alr� iC!vTR,^LTvR:I:GiiDC1'?._.?4STL?MIYA:[P?OLUi:iL':'J9F^JF.NlT'D!:?lAl:. r•Y1=��:;iCJL Ci 5E I;DDAED 45 � .. ORED ON SITE IN THE S:YP?F' MA I_BO>. A.rJo ]PEAL E:I? FED.,.I NG!WY BE RE. CJIF EL) a P- NT T. ROAD'•l,-- s DuRTN EAR=.WORK CaER.-1�Y.S. .., .0N.TPACT.R -C CON YLY WITH ALL OSHA. 5AFFF' RE4'JIR=FIENTS. I f I 1 r I - 75 LF OF SILT FENCING—� - t WITH BACKING 13 LF OF SILT FENCING WITH BACKING SAW CLEAN—•4i i-____— ---- -� �` - --' i LINE } F 4f, GRAPHIC SCALE Z aU o_N Lu CFi FEEY 1 INCH = 10 FT, ❑ w C o o �_ r Z Q Q iDQ C7 az Z Y } Q Lu QL.I.) u-, O LL 2 J m W b J W L �] wj.L. F- <�•�/ o L L LL LLQ as -== 2X SON ■■■ ,��IUWr�k G(.M:ER 1 =- CiH LINE f � 4t/-1 =•ISTING GROL=t:D - Ld15: 4. off *FupnaRr 3L `� rnuv,:NT „--, PAY 1 _i 1 RIP l'- 1 T. PLAN € a . l < r STABILIZED CONSTRUCTION ; L ;E'v1t1_!`E i �_Sa11C!:J ENTRANCE/EXIT 11' •uk,l �•' `• ciFRfi nEF. SENT) ate e1C.v-sN6 E):ST.JG '� 1{,y1�1 •.L Di �"+'rJ Cd FILTER CARTI{.' SEYmR CRWAFTKfr `^(B ORE Birk I_ r PROFILE-STMtfI SAW CLEAN STtBI1JiE0 crus75ucnou ><k7iiAA1 LINE 197 �� lL gt�E. 11r "xr o-os G%OTExPu MIRK. r •.:m GEITEXTPIE FABRIC 2U r.. •I 1� NOT tYP,ePRC1E0 REMOVE AND DISPOSE OF CONCRETE 32 : s k EA= H �•1wc 4rAce (26 SY) REMOVE AND DISPOSE w OF EXISTING CURB AND - R {4 F GUTTER 1 L A takV. y apRLLr• 1c -G - - - Flu CN] _ -a_a.. /rst"T E 0, ► �Rl.�,�5 IZE=GISTERE1) PROFES IK rto.v+l� f�7 pm��Frre: aasza-.eD- f]sue0: ➢EC, 2918 DravAi 8jr JGa the '.ed By. scD scale' r• 1e' `heel TA. DE69 C1 Sheet NiJmScl STATE LOCATION MAP r, E - , , F I -. 1: f -, ; . H A V r� 4 ',A 3(� 17 R C T EN GNE-r R. H,, I f -� Wr A'A f• Ml - k . ; C, rX "A4f. L 11r, 11C T A7 I Si r-LA*,S SOLWWIe'TINs Ic AR' CC%iFLf."- GRAVEL LOT ADDITION 8409 GEYER SPRINGS ROAD CIVIL SET LITTLE ROCK, ARKANSAS DATE: DECEMBER 2018 PROJECT VICINITY MAP OF AU HALFF ®RU(;21M�PIV ASSS�OCIA PROVESSIMAl INC 11470 LU LU (D L: 0 < m 7 (D < (D 0 06 w a- -j LLJ IL Drawing Index Sheet# Drawing Title CS COVER SHEET Cl DEMO PLAN C2 SITE, GRADING & LANDSCAPE PLAN C3 MISC. DETAILS I REVISIONS! I PROJECT: 035287 DATE: DEC. 2018 S H T: Cs m� 0 U HALFF + m MARLA no