Loading...
HomeMy WebLinkAboutZ-8121-A Map 4NOTE: REPAIR, REPLACE OR EXTEND EXISTING DAMAGED OR MISSING CURB AND GUTTER, SIDEWALK RAMPS OR CONCRETE DRIVEWAY APRONS WITHIN THE PUBLIC RIGHT-OF-WAY ADJACENT TO THE SITE, REMOVE ABANDON DRIVEWAYS AND INSTALL CURB, GUTTER AND SIDEWALK. ALL WORK WITHIN PUBLIC RIGHT-OF-WAY SHALL CONFORM TO CITY STANDARDS AND THE ADA GUIDELINES. - NOTE: CONTACT MELVIN HALL AT (501) 918-5217 FOR INSPECTIONS OF ANY WORK IN THE PUBLIC RIGHT-OF-WAY PRIOR TO PLACEMENT OF CONCRETE OR ASPHALT OR FOR ON-SITE CLARIFICATION OF REQUIREMENTS PRIOR TO COMMENCING WORK. FAILURE TO DO SO CAN RESULT IN REMOVAL OF ANY IMPROPERLY PLACED CONCRETE OR ASPHALT AT THE EXPENSE OF THE OWNER OR CONTRACTOR. C0 a C r� Q N � c •- o 0 4 U =121 m>" L, Lj ID a'omZ 3 ' 0.0 7nT®nwMUN �� L =rni" m to W CIL J .- o O L J (L ~ I J DILLARD'S WEST Property of: (mailing address) DILLARD DEPARTMENT STORES INC 4501 N BEACH ST FORT WORTH. TEXAS 76137 (ZONED C-3) 11.35' Right 0I Way Var i e6 _. 10.10' ,,r 57 s °&s Lane Asp'alt Paving City --- - a. Jan d l ct i cin -Arterial Speed LI ii- - 35 rph 12'84 MATCH & T IE 10' � � 42.39' MATCH & TIE 80 CURB & GUTTER IMPERVIOUS AREA Q W O - CURB & GUTTER O TO EXISTING • z Ln0 CONCRETE 'R TO EXISTING 11.35' CURB & GUTTER 10 10' 20'R CURB &GUTTER GRASS & LANDSCAPE AREA 20'R TOTAL AREA Im ACRES S 880 33' 21' E I47.65'(m) 100 00N � i ; 3 I� :LC) i 1 � 16A i'❑ ILn 10 I i I 18' I 10 I 161D I 33 18' 18' 8.67 20'R v 13'R m old 9 9 I o . 9/ ;ml in CONCRET i 24 o FLUME - - - - - -N88°33'21 "W 75in .17' _ - - ------ 0' 1 9; I❑ N88°33'21 "W Se a k i 9.50' • 2O'R 8'R 3'R 4 CxD. ] El -0. 51 82j) `91 8.5' 1 8.5' 10' � � 3 ACRES 80 M _ IMPERVIOUS AREA Q W O BUILDING PAD N I O ASPHALT PAVEMENT, • z Ln0 CONCRETE 'R ACRES PERVIOUS AREA LAJ 10 10' 3R 3'R C3 F-2n8H1 2 �ATW 1 24 I 20'R 40 9 :® 84.67' LN 7 IU -j En ZED - o a, rn O 0 N O z mm 60° i II o S88°50'41"E 26 za Col I< '� � 150° . _ \�o 10 10 1 0' 60° 2' CONCRETE 9.31' FLUME 0_.. 87 �. 2' CONCRETE FLUME UNIVERSITY MALL Property of: (mailing address) PATTON WM L JR FAM LTD PARTNER THE MALL INC PO BOX 6120 INDIANAPOLIS. IN 46206-6120 (ZONED C-3) ADDRESSES ARE REQUIRED TO BE POSTED IN A CONSPICUOUS PLACE DURING CONSTRUCTION AND WHEN CONSTRUCTION IS COMPLETE AS PER LITTLE ROCK CITY ORDINANCE SECTION 30-346. D 1 �-0o aD® 17,0M -1 Ez N r'.'D(4..> Min;K, > v�D�� -H A �� •O I a(nr"- m w=cv:3M �O N NmMo OW -III om= i AREA SUMMARY: CHICK-FIL-A PARCEL 8 � � EXISTING AREA TABULATION ACRES ASPHALT PAVEMENT & z ' IMPERVIOUS AREA 1 ¢ 18' BUILDING PAD 0.150 ACRES ASPHALT PAVEMENT, • z 0.167 CONCRETE to ACRES PERVIOUS AREA LAJ 10 ACRES �^ ACRES (67) GRASS & LANDSCAPE AREA TOTAL AREA Im ACRES 100 00N � i ; 3 I� :LC) ! N I° :o ILn 10 I i I 18' I 10 I 60° I 33 1 8.67 i II o S88°50'41"E 26 za Col I< '� � 150° . _ \�o 10 10 1 0' 60° 2' CONCRETE 9.31' FLUME 0_.. 87 �. 2' CONCRETE FLUME UNIVERSITY MALL Property of: (mailing address) PATTON WM L JR FAM LTD PARTNER THE MALL INC PO BOX 6120 INDIANAPOLIS. IN 46206-6120 (ZONED C-3) ADDRESSES ARE REQUIRED TO BE POSTED IN A CONSPICUOUS PLACE DURING CONSTRUCTION AND WHEN CONSTRUCTION IS COMPLETE AS PER LITTLE ROCK CITY ORDINANCE SECTION 30-346. D 1 �-0o aD® 17,0M -1 Ez N r'.'D(4..> Min;K, > v�D�� -H A �� •O I a(nr"- m w=cv:3M �O N NmMo OW -III om= i AREA SUMMARY: CHICK-FIL-A PARCEL FX' ST'' G BUILDING PAD EXISTING AREA TABULATION ACRES ASPHALT PAVEMENT & IMPERVIOUS AREA CONCRETE 0.722 BUILDING PAD 0.150 ACRES ASPHALT PAVEMENT, 0.167 CONCRETE --0,763 ACRES PERVIOUS AREA TOTAL AREA 0.976 ACRES 0.063 ACRES (67) GRASS & LANDSCAPE AREA TOTAL AREA 0.976 ACRES PROPOSED AREA TABULATION IMPERVIOUS AREA FX' ST'' G BUILDING PAD 0.087 ACRES ASPHALT PAVEMENT & STANDARD PARKING QUANTITY CONCRETE 0.722 ACRES PERVIOUS AREA CURBED ISLAND 0.167 ACRES (17%) GRASS & LANDSCAPE AREA ASPHALT PAVING TOTAL AREA 0.976 ACRES NOTICE: PEDESTRIAN SAFETY THE CONTRACTOR SHALL TAKE NECESSARY MEASURES TO SEPARATE EACH WORK AREA FROM PEDESTRIAN TRAFFIC AND TO INSURE SAFE PEDESTRIAN PASSAGE AT ALL TIMES. THE CONTRACTOR SHALL ALSO UTILIZE SAFE WARNING SIGNS, BARRICADES AND OTHER RELATED MEASURES AS NECESSARY. Thr CONTRACTOR SHAIL rnORDTNATF TO REVIEW SAFETY CONCERNS AND ADVISE OF ACTIVE WORK AREAS. NOTICE: EXISTING UTILITY LOCATIONS PRIOR TO EXCAVATION AND INSTALLATION OF ANY UNDERGROUND UTILITY, STORM DRAINAGE FACILITIES, GRADING & PAVING, AND OTHER RELATED CONSTRUCTION ACTIVITY, THE CONTRACTOR SHALL CONTACT THE LOCAL UTILITY LOCATING COMPANY. THE CONTRACTOR SHALL ALSO BE REQUIRED TO COORDINATE DIRECTLY (AS NECESSARY) WITH EACH APPLICABLE UTILITY AGENCY FOR APPROPRIATE FIELD LOCATION MARKING. THE CONTRACTOR SHALL BE RESPONSIBLE TO ASSURE THAT ALL EXISTING UTILITIES HAVE BEEN LOCATED & MARKED TO PERFORM THE WORK IN A SAFE MANNER WITHOUT DAMAGE TO EXISTING UTILITIES. THE CONTRACTOR WILL BE RESPONSIBLE FOR REPAIRING ANY DAMAGE DONE TO EXISTING UTILITIES DURING CONSTRUCTION. THE CONTRACTOR SHALL VERIFY THE LOCATION, DIAMETER, PIPE MATERIAL, AND ELEVATION OF EXISTING UTILITIES AND STRUCTURES, AS APPLICABLE, PRIOR TO CONSTRUCTION, AND REPORT ANY DISCREPANCIES TO THE ENGINEER. FOR SITE PLAN NOTES SEE DRAWING NO. C-5.1 SITE PLAN LEGEND FX' ST'' G PROPOSED TRAFFIC CONTROL ARROW CURB & GUTTER STANDARD PARKING QUANTITY O ACCESSIBLE PARKING SPACE STRIPED ISLAND CURBED ISLAND CONCRETE SURFACE STANDARD DUTY ASPHALT PAVING 0 4' SWSL - 4' WIDE SINGLE WHITE SOLID UNE LIGHT POLE 20' 10' 0 20' 40' SCALE: III SITE PLAN DESIGN NOTES & KEY PLAN ❑I DIRECTIONAL ARROW Q4.0C 2 ❑2 DRIVE-THRU GRAPHICS C 4.0 ❑3 STOP LINE GRAPHIC 3 0 4 ❑4 PAINTED HANDICAP PARKING SYMBOL ❑5 CONCRETE SIDEWALK 5 C 4.0 © CURBED HANDICAP RAMP 6 C -4.o 17 SIDEWALK HANDICAP RAMP &0 7A HANDICAP RAMP w/ FLARED SIDES 7A C 4.0 ® SIDEWALK WITH CURB & GUTTER 8 C-4.0 24" CONCRETE CURB AND GUTTER 9A SPILLING SECTION 9B CATCHING SECTION 10 STANDARD PARKING STALL (9'x18') 10 C-4.0 I1 TTREFUSE ENCLOSURE FOUNDATION C 4.0 12 12 REFUSE ENCLOSURE ALT. DRAINAGE C-4.0 13 REFUSE ENCLOSURE FOUNDATION (ALT) 13 C 4.0 1 4 1 4 DRIVE THRU PLAN C-4 1 15 DRIVE-THRU ISOMETRIC 15 C-4.1 16 16 DIRECTIONAL SIGNAGE c-4.1 ALL SIGNS SHALL CONFORM TO THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" BY THE U.S. DEPARTMENT OF TRANSPORTATION. 16A STOP SIGN 16B HANDICAP SIGN (R7-8) 16C "PEDESTRIAN CROSSING" 16D "RIGHT TURN ONLY" SIGN 1 6E "ONE WAY" SIGN (USE APPL ICALBLE DIRECTION) 17 LANDSCAPE & IRRIGATION PROTECTOR 17 C 4.1 18 18 CONCRETE WHEEL STOP (PAINTED YELLOW) C-4.1 19 SERVICE LINE CLEANOUT 19 C 4.1 20 TYPICAL LIGHT POLE BASE @20. 21 HANDRAIL 21 C-4.1 22 TYPICAL ADA RAMP AND HAIL 22 C 4.1 23 PIPE BUMPER POST 24.1 3 C - 23A AUTOMOBILE PARKING BUMPER POST 23A C 4.1 24 TYPICAL PAVEMENT SECTION ". C 4.2 25 TRANSVERSE & LONGITUDNAL CONTRACTION JOINT 25 C 4.2 26 TRANSVERSE & LONGITUDINAL DOWELED CONST. JOINT 26 C 4.2 27 CONCRETE APRON Q TRASH ENCLOSURE 27 C-4.2 28 CONCRETE PAVING Q DRIVE THRU LANE 28 C-4.2 29 EXPANSION JOINT 29 C-4.2 30 CONTRACTION JOINT 30 C-4.2 31 FLAGPOLE ECX SERIES 30 FOOT FLAG POLE PACKAGE, BY APPROVED VENDORS; THE FLAG COMPANY OR ATLAS FLAGS. 32 TRANSFORMER 33 REFUSE/STORAGE BUILDING (SEE ARCHITECT PLANS) 34 GREASE TRAP 35 CHICK-FIL-A PYLON SIGN (REFER TO SIGN PACKAGE) 36 PRE -SELL MENUBOARD 37 MENU BOARD & CANOPY ORDERING STATION;, - 38 CHICK-FIL-A "ENTER" SIGN 39 CH ICK-FIL-A "EXIT" SIGN 40 CENTERLINE STRIPING 7 M k - PARKING REQUIREMENTS PARKING RATIO = 1 SPACE PER 100 S.F. OF GROSS FLOOR AREA BUILDING SIZE = 3,776 S.F. TOTAL SPACES REQUIRED =38 STANDARD SPACES PROVIDED =47 HANDICAP SPACES PROVIDED = 2 TOTAL SPACES PROVIDED = 49 - f 2- ItIII w4® oOC,% :7 0 o�Od 0 P o d ! 0 5200 Buffingtcn Rd. At Ionto, GA. 30:349-2998 contact:Getra Thomason (404) 765-2557 Revisions: Mark Date By Mark Date By Mark Date By L Seal a > m N LM X 0 00} a Waft iff 01 'wimr AN uz ,_1m z J)r o L M I Orn n O .._. N rn 0 3 ' or^ a) t�-o 1- o �o �- �+ a STORE CHICK-FIL-A SERIES S06 1Ii8 � RROW WEST MARKHAP,II ST. LITTLE ROCK" AR. SHEET TITLE SITE PLAN ❑Pref iminor\, 080% Submittal ❑For Construction Job No.: 062 126 Store: 1737 Date: 10--13-06 Drawn By: JDR Checked By: TMR Sheet C-2)0 �luierv/