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HomeMy WebLinkAboutZ-8364-C Map 6I � 1/`"rebar 1n ' i � m EXISTING LEGEND F ; SE Corner Lot 4R-A, i ° 1 'c - - °- GENERAL SITE PLAN NOTES: Office Pork West OF � r-� I 0 z WALL, oL, W:GRADING PIN.. eix"aETaNI"c WRE: m � 1 . REMOVE ALL VEGETATION AND TOPSOIL FROM BUILDING FOOTPRINT AND STORE FOR LATER USE. REGRADE AND FURNISH ST STORM SEV ER I b7.41' ru ! 30.32' ' •- ADDITIONAL TOPSOIL AS REQUIRED. SEED AND STRAW ALL AREAS DISTURBED BY CONSTRUCTION. E �.. mCDULaeaLxKleETaNING WALL, 2E: GRADING PLAN. iii � G GAS LINES �°� I{- - �_ _ _ __ ACCEs51BLEPAKKINGSIGN. _ 2. SLOPE FINISH GRADES, SIDEWALKS, AND PAVING AWAY FROM BUILDING FOR POSITIVE DRAINAGE. SS 5ANITARYSEWER c '^NDS:APEtWFFE2 - �- ..97 03 57 E 319.62i -- _... .._..,, ., F rebar GC/cap m 3. GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS, GRADES, AND DIMENSIONS ON SITE AND REPORT ALL MAJOR W WATER LINES i y - CT, c I PAD ����NCR.RE� ^� - AC^ cE =IeLE I ¢ r.__.,.,; N DISCREPANCIES TO ARCHITECT. E ,Jr .` `I N • Us a ,? - -.. _ _ -e uND�cAPE eurrtE_e� j. I o j I E ELECTRIC LINES 0' 7.8' - e G' I "A• CONC. GUK , 6 GurrERcrvPICAL) qr 6 1 J > 4. REMOVE ALL ITEMS LS NOTED. PROTECT ALL EXISTING ITEMS TO REMAIN. OE OVERHEAD ELECTRIC LINES I VI 1 25 - - KEaRB ;- sn - - - - - o .o y 5. ALL CONSTRUCTION SHALL CONFORM TO THE CITY OF LITTLE ROCK REGULATIONS. UE UNDERGROUND ELECTRIC LINES 2, RST o, _ - 9' y G. ALL COSTS ASSOCIATED WITH UTILITY CONNECTIONS SHOWN SHALL BE INCLUDED IN BASE BID'. COORDINATE WITH LOCAL C COMMUNICATION LINES oNc.FAno, ARCn. P1 s. Ati r 7 UTILITY COMPANY. OH OVERHEAD COMMUNICATION LINES M 'M. FM NI FlR,DW STFJFINc. 7. ALL DIMENSIONS, UNLESS OTHERWISE NOTED, ARE TO THE FACE OF CURB, FACE OF BUILDING OR CENTERLINE OF STRIPE. UC UNDERGROUND COMMUNICATION LINES _ = Pnw'vNG-:,esIBLE FARKND DETAIL IPNG BE DETAIL s4EET5 R3 � � z li to 8. REFER TO PROJECT DETAILS FOR REGULAR DUN ASPHALT, HEAVY DUTY ASPHALT, AND CONCRETE PAVING DETAILS. BRASS CAP i AND SHALL BE IN ® IRON PIN 9. ALL PARKING SPACES INDICATED AS HANDICAPPED SPACES SHALL RECEIVE HANDICAP PAVEMENT MARKINGS, 4 I DEFIN LSHE s. ACCORDANCE WITH ADA STANDARDS CR THE CITY OF LITTLE ROCK REGULATIONS, WHICHEVER IS MORE RESTRICTIVE. REFER TO _x_ FENCE DETAIL SHEETS. t S X CHISELED "X" IN CONCRETE o { ODULAKGLLOAON�WNIV` • R72 Lw �? 10. THE CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR DIMENSIONS OF THE BUILDING. Q STORM SEWER MANHOLE 1 1. ALL SIGNAGE, PAVEMENT MARKINGS,. AND PARKING LOT STRIPING SHALL CONFORM TO THE MANUAL OF�"IIFCKM T -_- _ CONTROL DEVICES STANDARDS AND REGULATIONS. 5ANITAPY SEWED MANHOLE - A L or /Tl'P.) �> (MUTCD) - SANITARY SEWER CLEAN -OUT a o j TINE 1aN= TR v r-R "TLE R` " c"FARTN NI r�-Lc no11 1 2. ALL CURB/HANDICAP RAMP DESIGNS SHALL CONFORM TO ADA STANDARDS OR THE CITY OF LITTLE ROCK 5TANDARDS. FIRE HYDRANT I - - HILTON GARDEN INN 18 ter, N I WHICHEVER IS MORE RESTRICTIVE. REFER TO DETAIL SHEETS. " WATER VALVE z .�7-I„N bcr O 5 STORIES 13. CONTRACTOR SHALL CONTACT MELVIN HALL (501-91 8-521 7) PRIOR TO INSTALLATION OF ANY CONCRETE OR ASPHALT �Vn� w 9' PAVEMENT WITHIN THE PUBLIC RIGHT-OF-WAY. O WATER METER 5 FLOORS/ 135 ROOMS GV LC 76,083 S.F. FIRE LINE IruPn<Pkrb✓tta KCCKFIREDEPAR MENT [. 14. CONTRACTOR MUST OBTAIN BARRICADE PERMIT FROM CITY OF LITTLE ROCKTRAFFIC ENGINEERING DIVISION PRIOR TO 0 GAS VALVE L R�]LATI�Ns COMMENCING WITH ANY CONSTRUCTION WORK WITHIN THE PUBLIC RIGHT-OF-WAY. ja GAS METER 1U 149 PARKING STALLS s5' -•'- 15. RETAINING WALL DESIGN TO BE PROVIDED BY OTHERS. CURB INLET FFE425.50 O ,,. I j P '. rDDDR]LOFT eL <5 I G. A GUARDRAIL I5 REQUIRED WHERE THE EXPOSED WALL HEIGHT I5 30" OR MORE ABOVE FINISHED GRADE. CONTRACTOR TELEPHONE PEDESTAL Y' SHALL PROVIDE SHOP DRAWINGS OF PROPOSED GUARDRAIL DETAILS FOR REVIEW AND APPROVAL BY THE CIVIL ENGINEER AND �, POWER POLE m 19.73' e15 u= ARCHITECT PRIOR TO INSTALLATION. 8;) LIGHT POLE 6' �! ® � 17. A GRADING PERMIT MUST BE OBTAINED FROM LITTLE ROCK PUBLIC WORKS DEPARTMENT PRIOR TO STARTING DOWN GUY - I , 12' ® gd o a- s 3I CONSTRUCTION. E- � TREE 30' ACCESS EA �EMEN i ALL EXTERIOREDWFMENi 8. THE PROPOSED BUILDING HEIGHT IS G )'AT THE TOP OF RIDGE AND 52' AT THE MIDPOINT OF THE ROOF SLOPE. -- sHAl BE FULLvscREErv�. DUDOIR STAMPED m • 4 I i, (� SURVEY CONTROL ARCH P(PNS. LEGAL DESCRIPTION: u s zc s'6' (TYP.) Tract G3 and the south 230 feet of Tract 50, West Highland Subdivision, and part of the east half of Mason Street, now closed by P RO P05 E D LEGEND re © i City Ordinance 17289, In the City of Little Rock, and in the Southeast Quarter of the Southeast Quarter of Section4, Township I 1 MeouL.4P.BLOCKRErAININ wALLKE:GBaDINGFIGN. ;Gl e 9' �, I � North, Range 13 West, rulaski County, Arkansas; ii OUTDG�RSTAMPED ..-A- ttY CUIUSx ,u rR(-AT �c•. o ter,;, more particularly de5crlbill5rd as; Starting at the northeast corner of said Tract 50, West Highland SubdlvLslon; J ° a CONCRETE PAVING z CONO. EAAO1 G'wlDE coNCRETE "E-AP n.eaus. SJDE ALIK �In Thence South O °25'50 West along the east line of said Tract 50 for 90.00 feet to a rebawith cap at the POINTOF BEGINNING; a a 9' Gr �owN" "'3, m I Thence continuing south 0 1 02650" West along the east line of said Tract 50 and along the east line of Tract G3, West Highland j r G WIDE ,I FN _-NCP.E "slDen-ALK T Subdivision for 548.17 feet to a point on the north right of way line of Kano Road; Thence North 870035 " West along the said right of way line for 59.87 feet to the beginning of a non -tangential curve to the right HEAVY DUTY ASPHALT PAVING I having a radws of 3G4.43 feet; EXISTING ASPPALT DIVE RETAINING WALL RETAINING i 9.5 In < Thence along said right of way line, along said curve by a chord bearing North 72°28'47" West for I OG.72 feet to the end of said i CONCRETE RE1AN,NG WALL z E I o curve; < / Thence. North 5 5009'1 4" West along said right of way line for 190.36 feet to the center line of Mason Street, now closed by City - SIGN ®�� �,J / -' u Ordinance Number 1 7289; Thence North C I °40'27" East along the said center line for 420.57 feet to a cotton picker spindle; CONCRETE CURB t GUTTER �xF�c�rAxc lE DUMYaiER7rAA - - =1 NNGwniL _ _"-MDE KAMP, Nt, ��T,w - Containing 6� 384 scluare feet, 13 '-_� acres). more of less. O3 PROPOSED PARKING SPACES i cDNCREe GR D'NGP N. d < = 5 rAINING WALL < b w PROPERTY NOTES: s D, S ITEXCEPT AS SPECIFICALLY STATED OR SHOWN ON THESE PLANS, THIS SITE PLAN DOES NOT PURPORT TO REFLECT ANY OF I' THE FOLLOWING WHICH MAY BE APPLICABLE TO THE SUBJECT REAL ESTATE: EASEMENTS, OTHERTHAN POSSIB-E EASEMENTS 2 EMU ' ° G DUiJ R �-+I I--4�= I'O h J14 o Q S. a 5 'z 1 WHICH WERE VISIBLE AT THE TIME OF MAKING OF THIS SURVEY, BUILDING SETBACK LINES, RESTRICTIVE COVENANTS, <p ( ENCLGSIAll oPAgNE y v d. � SUBDIVISION RESTRICTIONS, OR OTHER LAND -USE REGULATIONS, AND ANY OTHER FACTS WHICH AN ACCURATE AND CURRENT SV11NG A RE H TITLE COMMITMENT MAY DISCLOSE. s Ac�KsIeLE u0, mF L < = O 2. BEARINGS ARE BASED ON STATE PLANE COORDINATES AS PER PULASKI AREA GEOGRAPHIC INFORMATION S"STEM. p NEW PAVING TO MAT�n I�� i Q q 'P�PRJP JSE4 ° y / I�: e �'� WIDE NKNDD'MN �� �� j \\;�{11.1111/llJ�� ��AT E ExI_nNG PAVING AT-Aro-cur LINE. RE: GRAVING PLAN. j ° ' �s sroFSIGN s I 57CP BAR tIWICAU / (� °..% +T eIRE UN@srP�8w FERnI �i% oc� sl esA� h a, FIRE '.. KOCK REGuurlo"s.. HEAVY DUTY ASPHALT PAVEME^f�, LANE ST PING PER ITTL �18' FIRE DEPARTMENT PrP EVENT ARROW 5TWING, Q O 3. THE PROPERTY SHOWN HEREON IS LOCATED WITHIN THE CITY LIMMITS OF LJTTLE ROCK, ARKANSAS AND IS ZONED C-3 (GENERAL COMMERCIAL DISTRICT). THE FRONT, SIDE, AND REAR LANDSCAPE BUFFER REGULATIONS ARE AS FOLLOWS: SETBACK, 9' LANDSCAPE BUFFER v> pN OF Ali �4 ti N, �� @ ,•' �fl��r� +� r 1 "` r ��� a 1 Rp KFLR EP THE"' lYcr.T3, nwEass aflCAu N D7ALSHesrs. s FRONT YARD: 25' BUILDING INTERIOR SIDE: O' BUILDING SETBACK, 9' LANDSCAPE BUFFER _A... GRAY ROCK cr; A REGISTERS u CONSULTING INC. le EXTERIOR SIDE: O' BUILDING SETBACK, 9' LANDSCAPE BUFFER . Mom• PROFESSIONAL R/ C (s pC.DPAVE) WT I O ro REGII DU AS TPA•,'E ENT. n '. � y REAR: 25' BUILDING SETBACK, 9' LANDSCAPE BUFFER g N0, 9,37 EN G i NE, R �, I°, .- lQ FART, �,�:� y �`d,., e' �j n' FLOOD CERTIfICATION: SAS - No. 114. 26 (/ PBvPgSIi ED I IP RijC sTDPeIGN� soP eARfmlcnu NEwFNGPAVING ATA�UT .. i �t \ O ti `b Ao o X a- BASED ON A SCALED MAP LOCATION AND GRAPHIC PLATTING ONLY, THE+1+� PROPERTY SHOWN HEREON IS IN FLOOD ZONE X, WHICH IS NOT IN THE DESIGNATED 100 YEAR FLOOD PLAIN ACCORDING TO FLOOD INSURANCE ., exI TING PAVING AT snwzDr ° oNc EENTRANCEp RIVE, IZE:an �� 4 O o RATE MAP, CITY OF LITT LE ROCK, PULASKI COUNTY, ARKANSAS, COMMUNITY -UNE C: GRADING PUN. , LITTLE xKCOMMERCTAI. ENTRANCE AI5. / \ g' i ° F, MAP REVISED OCTOBER 13, 2001 -'y Cc c sIBIERAMP, BE: LEMFAI SIGN, \ P3 V � 'PS i In PANEL NUMBER 0501 810082 . 0 30' 60' E: ARCkhDtd§arE slDwiAlxnvPICAU I I,, i Right Lin. ;o DEVELOPER: ARCHITECT: 20 DAVID PATEL RICHARD HUMISTON-ARCHITECT 300 MARKHAM CENTER DRIVE 523 GARRISON AVE., SUITE 102 SCALE 1 = 30 FEET © Geyo c rrh� ?, A u A o Z LITTLE ROCK, AR 72205 FORT SMITH, AR 72902 (501) 584-3G94 TELEPHONE (479) 788-4355 TELEPHONE l 2 (501) 978-7258 FAX (479) 785-4855 FAX GUTTER (YPICAU '`� \��' r ,- \\ ENGINEER: SURVEYOR: \".-,'f O ,� POCK. LLC BASIL SHOPTAW _- _ \ti`°-., _ R -RAY , TE R^FFSIGNAL LANC SUR'EYOR ROGERSARKANSAS7275ARKANSAS NO. 550 `,•,.,,. �� �`� (479) 9GG.4413 TELEPHONE THOMAS ENGINEERING COMPANYA� \ Q� .LNG. cuRB K �RmFlc i (800) 887.7G85 FAX 381 0 LOOKOUT ROAD N. LITTLE ROCK, ARKAN_ 721 G iLI LE ROCK PLANNING COVIIAll5S10N _. GUARDR IL wlcnu (501) 753-44G3 TELEPHONE TO THE CONDITIONS � PROVED SUBJECT --' SSI N f' /j /S T, \ WING wAun ncAu (501) 753-68 4 FAX A$ NOTED IN PLANNIN PdiNUTE11 D DATED REV SIGNS SITE PLAN KAKIS ROAD LITTLE ROCK AR 7 - y 41fAn DAtE T h m � M I ;med IF Key ("Ou B Sf 4+IPXf SIGN D ORE E m J I � 5 WID. �^Nyt G IN) � � : -�•. - ___ _ - � _._. - - _ QJ' BRAY ROCK CONSULTING, INC. Building on a Solid Foundation... , �� , sioTEwA�nN,3 ,\ Cml Engineering. and Landscape Architecture Services 5204 Village Parkway, 5uite I I ~- Rogers,APP,72756 476.865.4413 \ ❑ x -. ,. � 37'03'S1"4'7 tC+.00'- o _ JOB NO. RELxAre ExlS-ih� v m„ _ y � 08-220 L� '&miston Garrett "`El Stubbs DATE 8-27-1 2 SHEET NO. 3 OF 12 RE: GRADG AASAW ING FLAN -COT . ONE G�-� h I LTO N GARDEN I N N