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HomeMy WebLinkAboutZ-8121-A Map 6NOTE: REPAIR, REPLACE OR EXTEND EXISTING DAMAGED DILLARD'S WEST OR MISSING CURB AND GUTTER SIDEWALK RAMPS Property of: T i I i address) DILLARD DEPARTMENT STORES INC 4501 N OR CONCRETE DRIVEWAY APRONS WITHIN THE BEACH ST PUBLIC RIGHT-OF-WAY ADJACENT TO THE SITE, FORT WORTH. TEXAS 76137 (ZONED C-3) REMOVE ABANDON DRIVEWAYS AND INSTALL CURB, 11.35' GUTTER AND SIDEWALK. ALL WORK WITHIN PUBLIC RIGHT-OF-WAY SHALL CONFORM TO CITY STANDARDS y�&5t a - It Pa' 10.10' i 7• eas Lana Asphalt Paval AND THE ADA GUIDELINES. SCIty •f � d 1 i ct i- 3 ACTe i a l d Limit - 35 (ry7h 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 P C04 O C4 ,n (D'� .. ID ® a 00 3C •Z U Y 7 n TOwin �N L °C tow` m W w 12.84 MATCH & TIE CURB & GUTTER 42.39' TO EXISTING 11.35' CURB & GUTTER 20'R 20'R 2 S 880 33' 21" E 147.65'(rn) - 2 20 31 16D 18' 18' I • 35 3 20'R v 13'R o l Eq7 " 1 z 9, a i [Y ' 18' � I m l� _mIw m' OI 10 o) I N / 1 M o ' CONCRET 24 o FLUME N88033'21"W 75.17' -- - - - - - _1^ _ -- - - - -- -- - -- --40' N88033'21"W Se c 9.50' 20'R 84R ❑l 3 R 4 51.821 24 0: I �13 R I 10' MATCH & TIE - -- CURB & GUTTER TO EXISTING - CURB & GUTTER r 9 E; TRAFFIC CONTROL ARROW q STANDARD PARKING QUANTITY OX In 1 STRIPED ISLAND E o• Q CONCRETE SURFACE s C0 1 600 18' N • 4" SWSL - 4" WIDE SINGLE 21 _mIw m' OI 10 o) I N / 1 M o ' CONCRET 24 o FLUME N88033'21"W 75.17' -- - - - - - _1^ _ -- - - - -- -- - -- --40' N88033'21"W Se c 9.50' 20'R 84R ❑l 3 R 4 51.821 24 0: I �13 R I 10' MATCH & TIE - -- CURB & GUTTER TO EXISTING - CURB & GUTTER r 9 PROPOSED TRAFFIC CONTROL ARROW q STANDARD PARKING QUANTITY OX ACCESSIBLE PARKING SPACE STRIPED ISLAND CURBED ISLAND Q CONCRETE SURFACE s 2 IAa 600 ASPHALT PAVING 0 4" SWSL - 4" WIDE SINGLE 21 WHITE SOLID LINE I 10 10' 8.5' 8.5' 18' I 14-4 5'R z a b 5'R 24 18' I w S06 Narrow 1 �0' 23 0 ! z Building 3,776 S.F. I 1 100 Seats5'R 20'R 33 I X 20,R 23 • 23 w 10 1 Z7 E 9 1 Q1 C" J J ! � 40 _ 84.67' 25 8.67* 1 I i o S88050'41"E w 26 I� 12 MI l 'T I N � O T �. N 150° M O o I O 2'R N _ .O - 10 I o 0(\ 9 z Icn 28 1 I I 7 I 10 2' CONCRETE 3 FLUME 0_.. _.._.._.._. 7 8.7 2' CONCRETE N 88° _ 11' 24" W 148.16'(m)" - " " - ' " - 9, 10' 8.5' 8.5' 18' 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) E m� 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, ca i N .•. --4-0 >I �O �D® moo;+ r�zo� 1`14 ' a zo;KOmMr- v�cn�� -I n' ��-•momO I :j) m w�� -4 _j to nN M owZCL Om m P 0 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 0.063 ACRES (67.) TOTAL AREA 0.976 ACRES PROPOSED AREA TABULATION IMPERVIOUS AREA BUILDING PAD 0.087 ACRES ASPHALT PAVEMENT & CONCRETE 0.722 ACRES PERVIOUS AREA GRASS & LANDSCAPE AREA 0.167 ACRES (177.) 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. THF CONTRACTOR SHALL COORDINATF 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 9 PROPOSED TRAFFIC CONTROL ARROW bl6 STANDARD PARKING QUANTITY OX ACCESSIBLE PARKING SPACE STRIPED ISLAND CURBED ISLAND Q CONCRETE SURFACE s 2 IAa as ASPHALT PAVING 0 4" SWSL - 4" WIDE SINGLE 21 WHITE SOLID LINE I 10 b 5'R 24 1 �0' 2'R 16B 600 18 I 24 20'R 33 I 20,R 28 i Z7 9 40 _ 84.67' 25 8.67* 1 i o S88050'41"E 26 12 MI �. 150° a; jLci .5' - 10 I o 0(\ 9 1 600 1 2' CONCRETE FLUME 0_.. _.._.._.._. 8.7 2' CONCRETE N 88° _ 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) E m� 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, ca i N .•. --4-0 >I �O �D® moo;+ r�zo� 1`14 ' a zo;KOmMr- v�cn�� -I n' ��-•momO I :j) m w�� -4 _j to nN M owZCL Om m P 0 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 0.063 ACRES (67.) TOTAL AREA 0.976 ACRES PROPOSED AREA TABULATION IMPERVIOUS AREA BUILDING PAD 0.087 ACRES ASPHALT PAVEMENT & CONCRETE 0.722 ACRES PERVIOUS AREA GRASS & LANDSCAPE AREA 0.167 ACRES (177.) 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. THF CONTRACTOR SHALL COORDINATF 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 -'- = PROPOSED TRAFFIC CONTROL ARROW CURB & GUTTER STANDARD PARKING QUANTITY OX ACCESSIBLE PARKING SPACE STRIPED ISLAND CURBED ISLAND Q CONCRETE SURFACE KI.C:;•i :: STANDARD DUTY ASPHALT PAVING 0 4" SWSL - 4" WIDE SINGLE WHITE SOLID LINE LIGHT POLE 20' 10' 0 20' 40' SCALE: I"=20' SITE PLAN DESIGN NOTES & KEY PLAN DIRECTIONAL ARROW 1 C-4.02 ❑2 DRIVE-THRU GRAPHICS C-4"0 ❑3 STOP LINE GRAPHIC 3 C3 PAINTED HANDICAP PARKING SYMBOL 4 5 C-4.0 �5 CONCRETE SIDEWALK C-4.0 6 © CURBED HANDICAP RAMP C-4.0 � (&14. 7 SIDEWALK HANDICAP RAMP C 4.0 7A HANDICAP RAMP w/ FLARED SIDES 7A C-4.0 SIDEWALK WITH CURB & GUTTER 8 C-4.0 �9 24" CONCRETE CURB AND GUTTER 9A SPILLING SECTION 9� 9g CATCHING SECTION 10 STANDARD PARKING STALL (9'x18') 10 0 Il REFUSE ENCLOSURE FOUNDATION 11 C-4.0 12 12 REFUSE ENCLOSURE ALT. DRAINAGE C -4.0 I3 REFUSE ENCLOSURE FOUNDATION (ALT) 13 C 14 DRIVE THRU PLAN C 4 I 15 DRIVE-THRU ISOMETRIC 15 C-4.1 16 DIRECTIONAL SIGNAGE 16 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 lyB HANDICAP SIGN (R7-8) 16C "PEDESTRIAN CROSSING" 16D "RIGHT TURN ONLY" SIGN 16E "ONE WAY" SIGN (USE APPL ICALBLE DIRECTION) 17 LANDSCAPE & IRRIGATION PROTECTOR 17 C-4.1 18 CONCRETE WHEEL STOP (PAINTED YELLOW) IS C-4.1 19 SERVICE LINE CLEANOUT 19 CA, 20 TYPICAL LIGHT POLE BASE @20. 21 HANDRAIL 21 C-4.1 22 22 TYPICAL ADA RAMP AND HANDRAIL C 4 1 23 PIPE BUMPER POST 23 C-4.1 3A AUTOMOBILE PARKING BUMPER POST C 4 C-4.1 24 TYPICAL PAVEMENT SECTION 24 C-4.2 25 TRANSVERSE & LONGITUDNAL CONTRACTION JOINT 25 C 4.2 25 TRANSVERSE & LONGITUDINAL DOWELED CONST. JOINT 26 C-4.2 27 CONCRETE APRON @ TRASH ENCLOSURE 27 C 4.2 26 CONCRETE PAVING @ DRIVE THRU LANE 28 C-4.2 29 EVPANS ION JOINT N�9.2 30 CONTRACTION JOINT C-4.230 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 CHICK-FIL-A "EXIT" SIGN �2<zQ Cf wr/TD'S 40 CENTERLINE STRIPING I(12.7 /°L Y__11� 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 _�_-ff/z)-4- �IIII�Wp` D 0�0� O O Cf�•f � C/ 0 o U:nJ 5200 Buff ingtc•n Rd. Atlanta, GA. 303419-2998 contact:Getra Thomosor (404) 765-2557 Revisions: Mark Date By 2 Mark Date By ZL Mark Date By 2 Seal >_ m N ® L M X C) o 0 M G F M A ��-'•- T ANI t O M O t ,L M L O+ N z•:; (1) Mc�-� Z 0_ 0 1 - In Lo a u, STORE CHICK-FIL-A SERIES S06 l`,Vi,,RROW WEST MARKHAP19 ST. LITTLE ROCK, AR. SHEET TITLE S ITE PLAN ❑ Pre liminary ❑80% Submittal ❑For Construction Job No.: 06 126 Store: 17:;7 Date: 10-13-06 Drawn By: JDR Checked By: _TMR Sheet c-2 0