Loading...
HomeMy WebLinkAboutZ-9325 Map2 3 - 4 5 6 z l 7 z 8 . g q:B' '9 10 ".0-A 11; I�A (�2` 13i 14' 15 ,6 ' / / .. s- - n-A.Oe A-+.{N : ,% s.3L3 - T3 _ I , 75�C .,-Tn1 sT•-r Arr. � �'�� 75 1 1 j , � A%-,1• AFTi • PY1'--� — Po A 4i$iMi142 4.G1-JI 1 •O" A-1 O: s-IA A-x61 AFT.1Y-II 1" AF.F. - - I +1-1 S 4" ARR Y-i 1' AFF. feF �•� Y-31 C PARAPET PARAPET I AFF. ' -- -- ---- - - - - -- - - - - -- -- ---- - -1 - Alpl -- — _. , =µ 8rri0ti ROOF ALMiN� A .: C - - - A.�+ r^s .A.1r' .ear :A.1y• A A : ATO [ A Sf A A i A ems, II i Tw to. -AUW �� �:.._� -LfH`• _:. -, ... .�:.. Ewr. -.. __i A[Td. ... .._. - ...-;. --- _ : -- EF,' _ — - EFs =- - - ��_� - - :As: - __ - Af1WI ad ` i A 7A' �A l A ' A - Cy --1 1 'EF1 ~. [ u NIF IT�_ ® tea: t, n•LIIIIIIII�J�LIII��LIILLl1�Il4 - -- --- - - ---- - - - - -- - - _ -- -- -- --� N g�•� i - - _ LA��SV _ _ - ._ - `fit =1 - = Vf-, J v=5i.� •- ,, I- 4' HIGH MONTAGE CLASSIC ;f -- SF7l �$M1L A s� {AIJEWCATj fENDE STORE) SS BM T FERLE W/ PICKEIS SPACED SO PASS THRU `E ALL NOT SEOROH POWDER COAT FINISH PRO DEH4'LOCKKIINGCATE GATE EERLOCK FRONT (EAST) ELEVATION SHALL RELEASE WHEN FIRE ALARM SOUNDS A-2.01 SCALE, 1/8' = 1'-0• A ne A�.h J• I A .11 a 1 n SEO% n r 1 z SIDE (SOUTH) ELEVATION A-2.01 SCALE 1/8" = 1'-0" — LITTLE ROCK BOA -RC, OF -ADJUST .MENIT 19 ASNOTED. ; •. '.:'_: r:".1 'Jus ENT BY: — r DATE;_�IzI� EXTERIOR FINISH KEY GEN 4 - SLATE GRAY SCHEME MARK DESCRIPTION PEARIESCENF ACCENT ISM FINISH COLOR DRYVGA527, TWILIGHT GREY• - C DARKEIFSFINISH COLOR DRYVRMAFA20021 - C ACCENTEIFS COLOR DRYVITNAFA2511I21 - �EF2D�• DARK BFS FINISH COLOR -TEXTURED MYVITMAFA24ID22 STAIRTOWEREIFSCOLOR DRYVIT MAFA261021 lot t=F9) MAIN BUILDING EIFS COLOR DRYM MAFA221022 (`E 4 ACCENT EIFS COLOR DRWITMAFA231021 EY `S�T1 LIILMiFD S70NE-ElO0RA00 STONE CAMBRM `S COPING TO MATCH ADJACENT WALL COLOR ETOERIORAC FINISHATRAINSCREEN -SOLID PHENOLIC BOARD SIDING BENJAMIN MOORE'LOG CABIN 21fi11(' -CEMENTBOARD SIDING (OPTION) PAINT COLOR -ALUM ROOF 50M CANOPYAOTHERiETALCORVDB FASCIAS ETC 10,6W, m NORS�N Weis FNSTOOT2. Aw;, SLOPE TOPS OF PROTRUDED TRIM RANDS, PµOSSITIVOE DR NAGGE�� TS SLOPEMMI IMUM 1:5 THE DRAWINGS, DESIGN, AND TECHNICAL DATA CONTAINED HEREIN ARE EXCLUSIVE PROPERTY OF: ,uwr u mj�Npin N v.A_ UNAUTHORIZED REPRODUCTION AND/GR REUSE IS PROHIBITED AND MAY BE PROSECUTED IN ACCORDANCE WITH THE COPYRIGHT AND PATENT LAWS 0 • 'o as a W • n a � e a° (� •Y a m � E +� _ a m N L) � a m m E.< 3 K LL m IN N • n n 0 m c 0 c 4 F0 Q U) Lu W = LLj O = Q W! U 0 O � � J 0 r W J W Z nr ... oM. wPa n. sxr 0 0, •��! c1I p1gOt 1ri.'.•dlru Snw1 nlie: �nI Ao A-2.01 W. WILLIAM GRAHAM, JR., INC. CONSULTING ENGINEERS 100 NORTH RODNEY PARHAM RD. - SUITE 213 LITTLE ROCK, ARKANSAS 72205 (501)227-0078 December 14, 2015 Legal Description — Lot 1 Carole's Addition: W. WILLIAM GRAHAM, JR., P.E. (1925-2001) ROBERT B. GRAHAM, P.E. CODY C_ RANKIN, P.E. LOT 1 CAROLE'S ADDITION. BEING A REPLAT OF PART OF BLOCK "X" OF FACTORIA ADDITION AND PART OF TRACT "AR" PAT'S ADDITION, LITTLE ROCK, PULASKI COUNTY, ARKANSAS, BEING A PART OF THE NORTHEAST QUARTER (NE'/4), SECTION 18, TOWNSHIP -ONE -NORTH (T-1-N), RANGE -ELEVEN -WEST (R-11-W), MORE PARTICULARLY DESCRIBED AS: COMMENCING AT THE SW CORNER OF SAID NE'/4, SEC 18; T-1-N, R-I I-W; THENCE N 02016' 17" E ALONG THE WEST LINE OF SAID N0A, SEC 18 FOR 1,200.00 FEET TO THE SW CORNER OF SAID BLOCK "X" FACTORIA ADDITION; THENCE CONTINUE N 02'16' 17" E ALONG SAID WEST LINE OF SAID NE%4 FOR 403.37 FEET; THENCE S 874Y43" E 68.00 FEET TO THE POINT OF BEGINNING OF SAID LOT 1: THENCE N 02" 16' 17"' E PARALLEL TO SAID WEST LINE OF SAID NE'/4 FOR 537.94 FEET- THENCE N 87040'56" W PARALLEL TO THE SOUTH RIGHT-OF-WAY (R/W) OF EAST ROOSEVELT ROAD 68.00 FEET TO THE SAID WEST LINE OF SAID NE'/4; THENCE NORTH ALONG SAID WEST LINE OF SAID NE'/4 FOR 134.00 FEET TO THE SOUTH RIW OF SAID EAST ROOSEVELT ROAD; THENCE S 87°40'56" E ALONG SAID SOUTH R/W OF SAID EAST ROOSEVELT ROAD 256.34 FEET; THENCE S 02'16" 17" W PARALLEL TO SAID WEST LINE OF SAID NE/4 FOR 161.43 FEET, THENCE S 42°2322" E 177.90 FEET-, THENCE S 02°16' 17" W PARALLEL TO SAID WEST LINE OF SAID NE'/4 256.38 FEET; THENCE S 1737' 14" E 135.53 FEET; THENCE N 87°43'43" W 359.50 FEET TO THE POINT OF BEGINNING, CONTAINING 4.47 ACRES. MORE OR LESS. W. William Graham Jr.. Inc. Consulting Engineers and Land Surveyors r Charles T. Wasson Registered Land Sunleyor Arkansas Certificate #676 �A @Bt '9; 10 10.A 11. (1.A 12: A. 41.1'r o-1 x z Y a. AF F 2 ye A.F.F.--- LL�$....+.:...�e 1 3 E' AFF 4--S l�i.� -� AUGN !AUON 10 AiiDli Err 4; b. - AUGH �FTlI Sm F1AOP-_-._____-_ _ [• I I. � AM01 1 SIB*Ins rturJA — AlypT v i 0 }'T A' [- `_ -- w iEi i0.� FIRAYA�S E� I fl�l -1! �E1ECI OT'Lc. z SIDE SOUTH ELEVATION A-2.01 SCALE 1/8. = 1'-0. C F� y A�9p�:E SE npi Sfs.�psROS.�SCI C'FMYZT.A-i3O: INN&SUITES- .__ rr�o �75 iY-1 y i' AEF I 43'-I' C AFF i T P 1 - // A l C A S A jiI A i A A l A - EFia. A- t o F. i A • C A A u •� i A • I a Al1LN _ t AllaT A.I A T� A w fA �l MUCH `J1 LM'LE ROCK BOARD OFADJUST hiENT AppPP■►ROeVE••D, FSUBJECTp.TC � CONDITIONS A8 Nti_YI FED III/,1 Hr Sy L'1"R.0 z•JJVS &-N F MINUT" RECORr-, DATEF-'�f.. 4k S BY: DATE:� 7 ELEVATION EXTERIOR FINISH KEY GEN 4 - SLATE GRAY SCHEME MARK DESCRIPTION COLOR O C PEARIESCENT ACCENT EIFS FINISH DRYVTT#677z TWILIGHT GREr _ r —EF2 DARK EIFS FINISH COLOR ORYVIT MAFAX1021 ACCENT EIFS COLOR DRYVIT MAFA251 D21 IIIIIIIIIIIIII •�ff2A� DARK EIFS FINISH COLOR -TEXTURED DRYVOFMFAX1D22 STAIR TOWER EIFS COLOR OFTIAT MFAMID21 O �EF4� MAW BUILDING EIFS COLOR DRYVO MAFA221022 • a ACCENT EIFS COLOR DRYVITMIM'A231021 `STS; CULTUREDSTONE-'EIDORAOOSTONE CNASRIA COPING TOMATCHACIACENTWALLCOLDR ASP EKTFAIORACCEHTFIMSHATRMNSCREEN BENAMIN MOORE'LOG CABIN 2163-10' -SOLID PHENOLIC BOARD SIDING -CEMENT BOARD SIDING (OPTION) PAINT COLOR-4LU AOOFSQZE BONEWHITE CANOPY A OTIERhIffa OOP#wS FASCIAS ETC NOTES -- I RFNFTANE BASE COAT WITH EIFS MANUFACTUREF'S AE TIONS FOR HIGH IMPACT AREAS FLOOR) 2 aDpE DO'S OF PROTRUDED TRIM BANDS, AND BOTW.51 OF REVEALS AND ,RANTS FOR POSITIVE DRAINAGE JOINTS SLOPE MINIMUM 1:5 THE DRAWINGS, DESIGN, AND TECHNICAL DATA CONTAINED HEREIN ARE EXCLUSIVE PROPERTY OF: AwyyuDwcTHMB7RTECL Fl UNAUTHORIZED REPRODUCTION AND/DR REUSE 15 PROHIBITED AND NAY BE PROSECUTED IN ACCORDANCE IWTH THE COPYRIGHT AND PATENT LAWS E n ■ c y a c n •� U m 5 a E = 7 mr a n nE " L m Ea 3 ._ m N n 0 a Y� F� b Co J Cn = W W O = Q Fn Y WV Elf Of 0' J Q 9 J W z F.�1 Tuw C.v e•ak, ictt# IAn�F. a D�� y_mi TrcroA TaL.'.iKIK �I L.rN�1 aLYAP� A-2.0 -�3zs 1 ;_2 3 4 5 6`: 2 7 z B , 8/� �B 9,: 10' 7 A 11 �A 12i 13 ,14: 1b 16: a 18 ` i A , es A� o[ :,��Gr 57 7 a � yLN ;�Fpp_ ��FhrF 1 Q'! oARAPEF P�11r e1: � r F-:.D11 A -a 071 n••.0.4 iAF.F. � — - _ - - . Is- 3 �- A 1 r - _ -- -- 4'•S AF.F I5-1 ] i' AF.F SS-1 i AF.F. AIRFIELD P T INN&SMES Eye .._________________ _. _____. ______1•.___. Imo.' AIIDK EiA """ a[ ir1 ntt ""�PW _r i A ] '1- 777 -A ' I. A A AUS.1 -rA _{ C, .-I- Alf A.f J; ,— �` A -[ A 1 T c--I A S A - ,. AAA. AL1WI >a —:AUC+.- - -- - •EFT• - I-- --A jE - AUG1 T //Ir.A TT,, ((A C,, �F i q - A C A• A• 1r>iA 1'.i, A7 "�I -A I I ALJW o. : EH .Kl a••Fw _ I BFr' cF• 8i .�.' � I o- F-711- �A l A A CA [� A .A - r• — ', - AJ :�A'f ----A' - f A H a A S A wtll .i . ' [34. -X��[• :r- :—s ^ - _ - - r. �1 �= _ ALlpr� -- - - :=•+a, . a-'�- ' �, 1.05 A 11 IT FENFI TTS SPACED SO NO i 25"r uT'Ts.1p1� i FRONT EAST ELEVATION sNAu #LEASE N FWE ALAWN SD11NOs ) A-2.01 SCALE 1/6' = 1'-0' A.CS A.08 ` A : Ak1; I -=m L +ram' AFT•. I T Aph _ P TOP S A.F.F. wj j T EF2C - __ F�Wi __ -_--- AUW' — fI — S. Milt FLOOi —�� •-.-PAT17 FIIR/NNRC - F --^ SEE �5 `W ;E?7'� i l SEE [O ORA7.4iOS , 2 SIDE SOUTH ELEVATION A-2.01 SCALE 1/6' = V-0- Ln7U ROCK BOARD OF ADJUSTMENT APPROVED, SUBJECT T %1-,,CONDITIONS AS NOTED IN THE Mlt UTE RECORf DATEL'-4S CjUS'VAENT ay: DATE; EXTERIOR FINISH KEY GEN 4 - SLATE GRAY SCHEME MARK DESCRIPTION O PEARLESCENF ACCENT EIFS FINISH COLOR DRYVTi*527aT IUG IGREY DARK EIFS FINISH COLOR DRYVITMAFA241021 ACCENT EIFS COLOR DRYAT MAFA25ID21 - DARK EIFS FINISH COLOR-TE%TIIRED DRYVD MAFA241022 B i� STAR TOWEN EIFS COLOR DRYVIT MAFA261D2'. s'�'' MINN BUILDING EIFS COLOR DRYVINANFA221022 ` I 'tr1a ACCENT EIFS COLOR DRYVIIAMFA231021 M CULTUREDSTONE- ELDORADOSTONE CAMBRW - - �SI2� COPING TOMATCHADJACFMWAULCOLOR ' -�• ` IXIERIORACCENTRNISHATRNNSCREEN -SOLID PHENOLIC BOARD SIDING BENJAMIN MOORE-LOG CABIN 2163-10• J c - CEMENT BOARD SIDING (OPTIONI �t �P^Ttl PAINT COLOR i1'.IDFSINW. 6ONE'AMIIE -� THM PI CANOPY SOTi1BA METAL COPNG6. FASCIAS ETC AW��r TS +MIDrRSEE 3�+�A4L MIfiVAL NOTES T. �YYFORCE C01,1 A4TH EI.F.S. Fp! }Pk NDAn RA .T.IAREAS OR) 2 SLOPE TOPS OF PROTRUDED TRIM BANDS, AND BOTTOMS OF REVEALS AND JONTS FOR POSITIVE DRAINAGE JONTS SLOPE MINIMUM 1:5 THE DRAWNGS, DESIGN, AND TECHNICAL DATA CONTAINED HEREIN ARE EXCLUSIVE PROPERTY OR .LLWY IAl[I.: QW AKAIDON P.A UNAUTHORIZED REPRODUCTION AND/OR REUSE IS PROHIBITED AND MAY BE PROSECUTED IN ACCORDANCE KITH THE COPYRIGHT AND PATENT LAWS 0 • �a o o WW /S ii C O So N E a E 7 4' 2 1L m a m N m n E 0 m m E< 3 N a LL IV,• N N O m a m a c c 6 � o b b 69 Q J = Z W H LLI O w Fn �Iz wv O 0 J L J W z I'b NKT ccn 11 YMT An•� Wn qv wlw. ~••�� won a awl s E •1cRicR ¢wAnans A-2.01 �4 9,. 10 $OVA �1, C '1 13, '14: `15 - 51 -��Ypp�TAF F. w�1•� Q I I I RAPEi 1 F 9GNANlnM7. .Qi 'AFL:. A•]LY I R-A.a1 � .� �=F_ti I � A"1pI A-I.G31 A-I.a3r - 51h Ll��l rs-I 3 4 AF F. AF F. 0-1 SI4 AF.F I 0-331' AFF PRRWET j r' I �T. - --- ^i AIRFIFLI] AW .................. ...... .. — — — I _ ---1 r1m I NN6�SU1T -_ __ _.�' A4�Y - A�Fi1 _ Hln�i $rrio (/ AUG. } A A A i 11, A . -ll!!t!! - q4A - 144�, ..Itl 'f•Ty u1TR1 f3A. L.yI: :� Ny$T, ' __— r.Ap• I +-Ln A 4 A '� Y C A 4 A A IA FAI I A'� fA i'R q - tiC .I1-- I•Tr -__- E3Ai: --"F=+ _ ::,t .. E=er'. _ .�.N➢CJI: `T� I .. _ PF1 WCI— I -- - B I 1 r �a �D E PARAPVTT yD s,•-r As,F 47-4 AFf- �'� 4i-2 W A.F.F. ax, I _ b g1JGI _ .. - ____- - 4 y s AIJCI I 1• FORk --- - - - 1.1 Flom (ZSIDE SOUTH ELEVATION SCALP 1/8' = 1'-0" AUC11 {. Y tA N10f g A` C.F l,A A ( A i A T.� 'rn7. :11 — Ikk la / A 74 Al ti A: { Ap 1CA A w. - ALW a ' .FIN :ET4Y -7r ALFD: irI ' B B . I f N+ 4' HIGH MONTAGE CLASSIC [AMERI`J.5 TET7LE STORE) 3 RA7l 1R0'i IE7Ni W/ PICKETS SPACED SO Id THAT A 4^ 5'pE SFIALL NOT 'A ON PASS THRU FENCE. POWDER COAT FINISH FENCE SHALL RESIST 250LB LATERAL LOAD PROVIDE 4' LOCKING GATE GATE LOCK SHALL RELEASE WHEN FIRE ALARM SOUNDS LITTLE ROCK BOARD OF ADJUSTh4ENT APPROVED, SUBJECT TO ; ; CONDITIONS AS DOTED 114 THE I:YC!Aku '7s TU5 AENT F MINUTE RECORb DATELi $le DATE: LZd I �q�giM �R Cvl, ROOF B£ATMT:C MLLLQ .� f, DH xie rtl�,-1, Z FRONT (EAST) ELEVATION A-2.OI SCALE ILL - i-d' EXTERIOR FINISH KEY GEN 4 — SLATE GRAY SCHEME MARK DESCRIPTION COLOR O C' PEARTESCFNTACCEWEFS FINISH ORYVITibT)z-IWLLIGIR GREY' _ EEF2 DARK EIFS FINISH COLOR DRYVfTMAFWIM - ` - ACCENT EIFS COLOR DRVVIT MAFA251021 - EFb DARK EIFS KNISH COLOR.TEXTURED DRYVITMAFA24ID22 •`E� STMR70WE1REIMCOLOR DRYVITMMFA2I1G21 - LAIN BUILDING EIFS COLOR DRYVR MAFA221022 •- 4a ACCENT EIFS COLOR DRYVITMAFA231021 �1: CULTUREDSTOFE-ELDORADO STONE CAMERA •;-D COPING TO MATCH ADJACENT WALL COLOR EXTERIOR ACCENT FINISH AT RANSCREEN BIXIAMINMOORERDFCABIN 21Gi10- -SOLLD PHENOLIC BOARD SIDING -CEMENT BDARD SIDING (OPTION) PAINTCOLOR-AWN. ROW94AVE BONEWHDE CANOPY M OTT7ER I@TAL C1yNO5 FASCMS ETC NOTES' t. REINFMCE CO7CT Y6D1 EJ.FS. FOR HIGH u,.I tO FLOOR) 2 SLOPE TOPS OF PROTRUDED TRW BANDS, AND BOTTOMS OF REVEALS AND JONTS FOR POSITIVE DRAINAGE JOINTS SLOPE MINIMUM 1:5 PAT T/roPVR T ' THE DRAWINGS, DESIGN, AND TECHNICAL DATA CONTAINED HEREIN ARE EXCLUSIVE PROPERTY OF: UNAUTHORIZED REPRODUCTION AND/GR REUSE IS PROHIBITED AND MAY BE PROSECUTED IN ACCORDANCE WITH THE COPYRIGHT AND PATENT LAYS 0 • rQ o 'e fA W ° V W 74 E m r 10 + � a ID n D=i � m o v 1- o m m Q 3 >< a LL N N n N °n 0 A: ° � o � d q cf) J w co = z �YS ~ Of � � Y wv E LU 0 L J w z cu OrP.1+4 �o-n+ traKa 4Mxu UlExlAiaA ELCV4TON$ A-2.01 -7, 73zS r r r f(3) 54' CONCPEIE BOX FL = zJ&T: �1B• CMP f•'l R = 239.53 r Li I =PflOX PROPE=T, BOUNDARY — _ SEE 91EWM DETAILS FOR 11P DPW & PARXING PAVEMENT YCTONS i C� 11i 45 F 7 r 1 IDWmLW i / r *3 W r 4' STER CAS LINE; APPROX i i r. ! I f 14 b.A '•� T aY 9 11 7 11 a !i �A' ,� i / !!! t r•T4 NYA TI # � 8B DA r 9 Eu• 1 91 to 9 96 - 97 4- i T I • 4 'a `q� lY - .zX �- ( - ASS' _ _ r -EXISTING WATERWAY ' 1 F. = 234 39 T I FAIRFIELD INN 15, . llAxig4 IXIABAL Eror f _ _ - Ulu IY^XM`APp"`IA`A�m� f _ 4-STORY, 114 ROOMS WNhACWW 101WOMI( EiECLWG1l IiWf i STEEL PIPE FFE 255.00 1 Fl = 229.44 r 1 f3 1Na• 'ry, flit 1� Ji 13 Ir8 �� T17 a 13 UB Im r- p r 9�❑"y~�+ 1 1 }f 1_��. ..� L_. Ll J. J..��'13 I.......R �i I---1J Ll II 3 I Ij1,5' w Y 12,I5 I U ti i R=229.59 1 - tl �_ i I.0051IIIG \� WATERWAY- 5, , L — — AP FOX PROPERTY BOUNDARY AY tw EASEMENT SABT CO NSWfM K i WC PAB N/ CAS METER AT&T BOXES 1 \ APPROX PROPERTY BOUNDARY / \ \ �3 FUTURE STREET EXTENSION _\ � .--. — — — — — ARKANSAS ONE CALL 4 Know whars below Call before you dig. 92B AIRPORT ROAD HOT SPRINGS, AR 71913 (PH) 501 -767-2366 (FAX)501-7674859 (EMAIL) info@bnf.ng — `Ct Oitt 105 0 10 20 30 40 50 AR AN AS SCALE- 1" = 30' LICYI:SED •FROFD SSION AL E NGIA EER SITE LAYOUT KEYNOTES W- Rom" ❑1 FULLY DIMINISH CURB OVER 2: ❑ SAW CUT & OF RE PONSIB ENF RDGE COORDNATI GL STREET i, 1 Afj, s CONTRACTORMATCH LANE CLOSURE & OBTAINING CLOSURE PERMITS j, 4 'gyp i ❑3 EXISTING DRAIN PIPE TO BE DEWATERED & INSPECTED r4 mar rrrI r [M911QgpFINL FOR SERVICEABILITY. OWNER, ENGINEER, CONTRACTOR. : IN Tj CITY OF LITRE ROCK, & DRAINAGE DISTRICT = REPRESENTATIVE TO BE ON -SITE FOR INSPECTION & r ''.., RKA 1.115 DISPOSITION DETERMINATION. ❑4 INSTALL MUTCD COMPLIANT STOP SIGN & PAINTED STOP BAR 5❑ CONCRETE PAVING WITH SAWFOOTH CURB & GUTTER; SEE SITEWORK DETAILS. © STANDARD CONCRETE CURB & GUTTER; SEE SITEWORK DETAILS. 7❑ PROPOSED CONCRETE PAVING; SEE ARCH PLAN FOR CONCRETE FINISH, REINFORCING, & DETAILS. B❑ PROVIDE HANDICAP PAVEMENT MARKING, WHEELSTOP, & SIGN PER DEDICATED HANDICAP PARKING STALL (TYP) ❑9 W-BEAM GUARDRAIL W/ STEEL POSTS; SEE FHWA STANDARD DETAILS. 10 PARALLEL CURB RAMP; SEE SITEWORK DETAILS 11 DIMINISH CURB TO MAIN ENTRANCE; SEE SITE GRADING PLAN. 12 DUMPSTFD PAD & ENCLOSURE; SEE ARCH PLAN FOR DETAILS. 13 PAVEMENT MARKING (TYP); STALLS TO BE 9' x 21Y UNLESS OTHERWISE NOTED. 14 PANT CURB FACE RED WTH WHITE "FIRE LANE' LETTERING; SEE SITEWORK DETAILS ' ^ 15 OUTDOOR PATIO AREA; SEE ARCH PLANS W 16 PROPOSED 6' FENCE; SEE ARCH; PLANS FOR DETAILS & SPECIFICATIONS LEGEND r� EDGE OF PAVEMENT v ' x FENCE (AS NOTED) 8 06 O - - -250- - - EXISTING CONTOUR INDEX - - - - - EXISTING CONTOUR INTERMEDIATE 7 J I� z ❑ DRAINAGE STRUCTURE (AS NOTED) J Ui Z < — _ = DRAINAGE PIPING (AS NOTED) 'o, POWER POLE J O Zq t- GUY MIRE Q Lf,J i - p TELEPHONE PEDESTAL Y x( UTILITY POLE J O W Q WATER METER W = W Y ® ® WATER VALVE En U � O O FIRE HYDRANT ® CLEAN OUT O W ® SANITARY SEWER MANHOLE a J 17 GAS REGULATOR Q Q r- -ORE— OVERHEAD ELECTRIC U_ Q W J uGF= UNDERGROUND ELECTRIC BY DATE um— UNDERGROUND TELEPHONE — FO — FIBER OPTIC Design BLR 10/16 Drawn BLR 10/16 G— GAS — w WATER LINE (AS NOTED) Checked — Ss GRAVITY SANITARY SEWER (AS NOTED) Survey FId Bk # EDGE OF PROPOSED SURFACE --- PROPOSED CENTERUNE Rev, # 1 (07/11/17) • - - > PROPOSED FLOWUNE — W — PROPOSED WATERUNE (AS NOTED) — 55 — PROPOSED SANITARY SEWER LINE (AS NOTED) — — — PROPOSED STORM DRAIN (AS NOTED) EXISTING BUILDING 11F PROD. 4154-1201 0 PROPOSED BUILDING 1=1LE NAME 001 0 PROPOSED ROCK SURFACE ISSUE DATE 216117 PROPOSED CONCRETE SURFACE PROPOSED PARKING AREA HMAC PAYING SECTION SITE LAYOUT PLAN © PROPOSED DRIVE AREA HMAC PAVING SECTION 1 C IL . O OPARKING COUNT (CUMULATIVE) 1/17 BLR I ADD LANDSCAPE ISLAND & ADJUST GRADES DATEl BY REVISIONS `^ N 020I677" E f 1,200.00. }(p.) . . S ;:6- Mir w��o ae V � y n 00 �h w NO EASEMENT FOUND N 'r70i .FOR 0 VERffEAD Rd €E'ER VEST LINE NEB, sic, r� Q?�C'� o N ?i{ N 02°16'l7" E I,075.37'--{2) v' c� o o w M a N I6'r�7•• E Z .� ,o .� � 34.00, t„ ►��� I5' UT, (LITY_EA SEMENT &06k�� Mir— 6 4e. -rci'tA 403.37' N Q�°r6' ►� �r V u, .� r E 537.94, 369.75 ` 95.84' �j' ��. ~bz�, l o y o n _ e 72.35 n O , t2: Sb C6 : 1 v. yn t A .li y ;W H y ;r Cq +� ;i [7- hi ii • 7C C000 w 4) Q v, v N, � °:►o,� `�+ ter �c`s�nb����❑��r°�c�d�� �`'°vy�,d��`�v�i,v cm»' a, a 14 a o=�1:1 '-= ljo2�{mayc�v� ��+�Qi35x9yco 14 61, Rb c ` - �i] .tip -I' ' �''` ,1� y �i to C b q'v y L^e �„ ,? a ;q lJ S a2°IG'17" FIB 1 .25' tiv g �` a�rS' �1 tIZ t Rl �r ' i uc 'es��dtrl �7yCG7G�a O ~r O� 4¢ J Co 3 — o-aiB'II�2cP c r 7' :aayq n� �n�i y `� n h N�'v f C C+i s� 4 pro` C I � t~n C n w y Qa 75' SV3'f ll a� .4 N E502❑ , r� Qt16143 �; � Z� rnnl t �, �7 '.Z`J y G] d GQ w C ►*N �" ,-1+r�° Dff N nQO Daii. to .1i L 1 rn 0 on� IN vnVi a;a v p ? a NA Z V7 - ?� v, y y �7 y �` _ { t �fy x v t:r S 02 r6'r7" 256.38' Qru � = w L f m � ) -•SEA a oI + � Rc ' o�,n dz� � y �y3�g4oz'S 5g� C70 It -z C) �M t V f �0 M 1 Sta 3+ all D_ 5 0i FLOW24CD z + �"! 3D N N A o at V ZZ` ��rr z a -P f to L fji zi, I r w ;-. :q, Fn R7 CA tom, -9 F- a 0 N 0 N 02°16'17" E 1 1,200.001- j(p) %AA wo�poe O A •A Gj oe W --nCI Aao�0 co-0mo O -ID m a�rrn� =r°n Iooco M NMI- m --19"om z mrm co SO 4 0) O~ T M O m m i v C� Z:g �r Z� rn m °a m� v� 0 co z m 0 m it 0 ZZ Z zZ co m co "m Zyn C o =m co) Z nA =I m rn Z rn A �CO a0 o �A m� om_ oZ A m" 0 �z corn o� Z�r m Z' O O' i a yr zM j' w NO EASEMENT FOUND FOR OVERHEAD POTTER CS, �pQa 29*EST LINE 03z =SECI8 v� ;n � . -47E 1,07537'•-(I" N l6'Q117" u�E tw�PN 9334.041�. vo� odd11-4 15' U1'ILITYE.4SEMENT — 6 06 ��---- nv�'o12 `tomVIA oe N 02 1617 ���CA� 3.37 r�i�: am , p�,I, �`y �` Jr7' �a a v'�� 369.75 pq _ netmt,-44,"t",�., whN4 1;1 A 's �z3s ti n i ►.. r., hi N N bV b n b b n f • w ey C tr1 Na �n triI=s�Coti��rn�+^. *�� a o _ oaa�a a.= o� ►. I y n Ch DO _ �j NCa o+ !t�'�.3C[�=f R _ 0�'`o �% �''ay���+�p�aC w oM`v, c_� oo�,��'• �t13529' �- it w °Zbyr��Qbnry an w �'� '� n kb C1 h y � C --4 441 • Z� y a e� N a -� N y l * II U Sa2ISI7 W i .�s ynC w Fj f:J�-`crr" ��ato �es�y� Q �+7 a ¢ ;i w S b y __ ,I O a , ; a `' ` , � �a r w y rya �y y -4, hl b . ti ❑�yCtrs i irlrn V1 74 C w T11 y, -- r'.ayon_�yr"��� HF �►1 �'r`r 'r �'[' —�8'j- p 4:'^ q C ❑ � a rn tly ,a �,JS?,pa•• nc y ti N' Rf h 'Q Q y I` �O K% °� ae�'nC GA'] ti�O�h:� �•❑! O '� 75� SV.3�yF.11 ^'h �, y� ., y G [r �j O y g �� r N O O �f,�r fi' rxs ❑ [ry r, � �I ❑ Aj 6 l7 ►] W TGL.43' o P rfi•:��; aye cfl hi m o- z a a a �,. c c �, ?� ,., �, c� r � I CO m y y cc V C I(�' Ly L1 v r C A o C~n V ❑ 7C1 td Da r-- C1 p� •e Rr� r ` �� z� M 1. rI r a? 1 �v` 5;*, S 02 °16'17" 256 38 + , [+] �l•2 W x - a 0 oar~ 1 L£QGIaC� 'b Qb 0,1 r o r m -• y �} 3�� ti Q a v Oil z ,+ mS ° �tZ��Z t�gc�,9� -9 r sl N • �, 1+ 0 Cq �; 1 m b � z n m f'-I I i r► M _ r z Ins ,o -4a Cm,ir- l �C r- C rn �m c =GYndi � < r- Y L'J rg VV I mu a +� r 2� m C-0 b� z M r-Iov� �., "ti ro k I kA to c 0 e ro 0