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HomeMy WebLinkAboutZ-8121-A Map 2NOTE: 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, m � M o In U _ m Q N In CO~_02NT C Y ~ I w d w- d' V 0; obmZ 140 J 7 > 0jrnoN d'N L RMm m tow CL L H J � w 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' 10.10, 12.84 MATCH & T IE W''. M,,jrk Ian S T F Right ct M y - Vvrte-: 57.9' 465 Lone Asphalt Pov - Cit'; Juriad;ction Arter:.:-: Speed L'anlit - 35 irph CURB & GUTTER 42.39 -- TO EXISTING 11.35' CURB & GUTTER 20'R 20 R S 880 33' 21 E 147.65'(m) - - - ... 4-k°, MATCH & TIE CURB & GUTTER TO EXISTING ; CURB & GUTTER 1 16A 1 0 0o 31 16D 18 18' i� I • 35 3 - 20'R 13'R ol� 191 1 1 �!-- - - - - -- 5'R i 60° J , J I a CD a f1aH1 9 in1 8.5' 8.5' 10' 9, 18' ACRES ASPHALT PAVEMENT & N• � Q I 1 0 01 - 0 LLJ LLJ 7 an GRASS & LANDSCAPE AREA CL: ' Ni Fj o 0 • 18' c m Of 10 co o CONCRET 24 o FLUME I "' 88033'21"W 75.17' _ "' ---------------- q0' I❑ � N880 33'21 "W - - - - Se a k 9.50' 20'R 1!' �j � 8R 3R 4 `° �i 24 I z1 � M 7.17' YR I 3R C 1,�-8 9 I s 0� l0 1 U S06 Narrow Building 3,776 S.F. 100 Seats to] 28 5f .51 0.5'R 0 I w SIC" rn O Na_ O M ' O 3 9, 10' 8.5' Un 1 i 1MV 18' a f1aH1 9 in1 8.5' 8.5' 10' 000� 18' ACRES ASPHALT PAVEMENT & N• � 18' I 1 0 01 - 0 LLJ c 7 an GRASS & LANDSCAPE AREA o f Ni Fj o 0 0.976 ICD 10 to to 5'R 24 60° C I 3'R ' z1 � M 7.17' YR I 3R C 1,�-8 9 I s 0� l0 1 U S06 Narrow Building 3,776 S.F. 100 Seats to] 28 5f .51 0.5'R 0 I w SIC" rn O Na_ O M ' O 3 9, 10' 8.5' Un 1 i 1MV 18' a f1aH1 9 I z )l STANDARD PARKING QUANTITY O z 0.087 ACRES ASPHALT PAVEMENT & CURBED ISLAND CONCRETE 18' ACRES � 3ncaa I � ASPHALT PAVING :LO ! N 10� 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, -0 1 �-0o � D m X03+ f m`< MM-10'r z0M,, vxn12 -I n �� O I ainm-m wmvv>X -4!�_0m N NmM° a A ooM@ N N 2 � �v AREA SUMMARY: CHICK-FIL-A PARCEL EXISTING AREA TABULATION IMPERVIOUS AREA BUILDING PAD 0.150 ACRES ASPHALT PAVEMENT, CONCRETE 0.763 ACRES PERVIOUS AREA GRASS & LANDSCAPE AREA TOTAL AREA 600k f1aH1 9 CURB & GUTTER )l STANDARD PARKING QUANTITY O BUILDING PAD 0.087 ACRES ASPHALT PAVEMENT & CURBED ISLAND CONCRETE 0.722 ACRES � 3ncaa I � ASPHALT PAVING 0 4" SWSL - 4" WIDE SINGLE 21 ACRES (177.) GRASS & LANDSCAPE AREA LIGHT POLE I 10 0.976 . 6 5'R 24 60° ' \p, 2'R 16B ' 36 18' 24 ,v 20'R lc3 � I 20'R o ❑9 84.6T 25 ' 8.67 b S88050'41 "E 26 1 2 0 150° - tui .51R �0 10 I o ° 9 1 600 1 -'CONCRETE 9.31' FLUME 0 .. _.._.._.._. _ 8.7 _ 2' CONCRETE N 880 _ _ 11 24" W 148.16'(m) - -' • - ' -' • - •' -' 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, -0 1 �-0o � D m X03+ f m`< MM-10'r z0M,, vxn12 -I n �� O I ainm-m wmvv>X -4!�_0m N NmM° a A ooM@ N N 2 � �v AREA SUMMARY: CHICK-FIL-A PARCEL EXISTING AREA TABULATION IMPERVIOUS AREA BUILDING PAD 0.150 ACRES ASPHALT PAVEMENT, CONCRETE 0.763 ACRES PERVIOUS AREA GRASS & LANDSCAPE AREA TOTAL AREA 0.063 ACRES (67.) 0.976 ACRES PROPOSED AREA TABULATION CURB & GUTTER IMPERVIOUS AREA STANDARD PARKING QUANTITY O BUILDING PAD 0.087 ACRES ASPHALT PAVEMENT & CURBED ISLAND CONCRETE 0.722 ACRES PERVIOUS AREA ASPHALT PAVING 0 4" SWSL - 4" WIDE SINGLE 0.167 ACRES (177.) GRASS & LANDSCAPE AREA LIGHT POLE 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. THE CONTRACTOR SHALL COORDINATE PERIODICALLY WITH THE PROJECT MANAGER 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 EXISTING PROPOSED TRAFFIC CONTROL ARROW CURB & GUTTER STANDARD PARKING QUANTITY O ACCESSIBLE PARKING SPACE STRIPED ISLAND CURBED ISLAND CONCRETE SURFACE !>.o:'✓•` :: STANDARD DUTY ASPHALT PAVING 0 4" SWSL - 4" WIDE SINGLE WHITE SOLID LINE LIGHT POLE SITE PLAN DESIGN NOTES & KEY PLAN ❑1 DIRECTIONAL ARROW 1 C-4.0 �2 2 DRIVE-THRU GRAPHICS C 4.0 �3 STOP LINE GRAPHIC 3 C-4.0 ❑4 PAINTED HANDICAP PARKING SYMBOL 4 C-4.0 ❑5 CONCRETE SIDEWALK 5 C-4.0 © CURBED HANDICAP RAMP &40 ❑ (&14. 7 SIDEWALK HANDICAP RAMP C 4.0 7A 4. HANDICAP RAMP w/ FLARED SIDES 7A 0 C ® SIDEWALK WITH CURB & GUTTER 8 C-4.0 ❑9 24" CONCRETE CURB AND GUTTER 9A SPILLING SECTION gg CATCHING SECTION 10 STANDARD PARKING STALL (9'x18') 10 C-4.0 11' REFUSE ENCLOSURE FOUNDATION 11 C 4.0 ec, 121 REFUSE ENCLOSURE ALT. DRAINAGE 13i REFUSE ENCLOSURE FOUNDATION (ALT) 13 C-4.0 1 4 14 DRIVE THRU PLAN C 4 1 15 I5 DRIVE-THRU ISOMETRIC C4.1 16 16 DIRECTIONAL SIGNAGE 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" 1 6D "RIGHT TURN ONLY" SIGN 16E "ONE WAY" SIGN (USE APPLICALBLE DIRECTION) 17 LANDSCAPE & IRRIGATION PROTECTOR 17 C_ 4.1 18 CONCRETE WHEEL STOP (PAINTED YELLOW) 18 19 C 4.1 11:9:1SERVICE LINE CLEANOUT 4. 20 TYPICAL LIGHT POLE BASE 20 C-4.1 21I HANDRAIL 21 C-4.1 - 22 22 TYPICAL ADA RAMP AND HANDRAIL � C-4.1 23 PIPE BUMPER POST 23 C-4.1 23A AUTOMOBILE PARKING BUMPER POST 23A C 4.1 24 TYPICAL PAVEMENT SECTION 24 C-4.2 25 TRANSVERSE & LONGITUDNAL CONTRACTION JOINT 25 26 26 TRANSVERSE & LONGITUDINAL DOWELED CONST. JOINT 2 6 2� CONCRETE APRON @ TRASH ENCLOSURE 27 C-4.2 28 CONCRETE PAVING @ DRIVE THRU LANE 28 C 4.2 29 EXPANSION JOINT 29 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 CH ICK-FIL-A "ENTER" SIGN 39 CH ICK-FIL-A "EXIT" SIGN j�v e -z, -P 4G CENTERLINE STRIPING 6y__� ✓✓✓ ((/2-7 /° b Y kh • 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 0 0000 a , o 5200 Buffington Rd. Atlanto, GA. 30:319-2998 contact:Getra fnomason (404) 765-2557 Revisions: Mark Date By Mark Date By 0 Mark Date By Seal >_ m N ar ® L M X AV 0 0 0 WWIO 4- U) - �.� • N 0 0 t «! LM L O m M O CD � r. a C -o z c o i - o r �o a STORE CHICK-FIL-A SERIES S06 NARROW WEST MARKHAIA ST. LITTLE ROCK, AR. SHEET TITLE SITE PLAN ❑ Pre Iiminar,/ ❑80% Submittal ❑For Construction Job No.: 06 126 Store: 1737 Date: 10-13-06 Drawn By: JDR Checked By: TMR Sheet 01 C-207