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HomeMy WebLinkAboutZ-8121-A Map 5NOTE: 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. 00 c I U _ 0 m <04- N CO ~ ^ 0 = N M E ,til m mz mm3 .Z 7 0M,O- L a of 0 L J n- . -_rj_ w:- - - _ r. - DILLARD'S WEST Property of: (mailing address) DILLARD DEPARTMENT STORES INC 4501 N BEACH ST FORT WORTH, TEXAS 76137 N (ZONED C-3) 11.35' 10.10' 12.84 MATCH & TIE42.39' CURB & GUTTER CONCRET EXISTING AREA TABULATION MATCH & TIE - CURB &GUTTER FLUME i ___ CURB &GUTTER 0.150 TO EXISTING ASPHALT PAVEMENT, ----- - - -- 777 - - TO EXISTING 11.35' CURB & GUTTER PERVIOUS AREA ] 20,R CURB & GUTTER 0.063 Se 20'R k i 9.50' S 880 33' 21 ° E 147.651(m) CONCRETE SIDEWALK 20'R ❑l - 8'R 3'R 4 �. 6 MA C 4.0 SIDEWALK HANDICAP RAMP 7 31 HANDICAP RAMP w/ FLARED SIDES 16D 18' 7A 51 R2, I • 35 ❑9 � 1 18' I - 20'R u 13'R ol� 9❑ 1 gg CATCHING SECTION Z 9' 24 600 z I 9 $ 10' 8.5' 8.5' 18' : 18, 7:Dcc 1 I �1 l0 Its SR Ia 18' w S06 Narrow I CD 1 I 2 Building ❑- 23 O Z 3,776 S.F. I 1 G `r'I 8.5' 8.5' 10' 100 Seats 5'R i w O: 1, 18,23 N1 23 C" i t Ld 1 0 c o, 1 0 E M o of Nle °l O• 1 �i 10 0oo n7. o l CD. 10' < :3 �I ZI 1 > w :L0 7.17' �I� IN 3' R o l i ri o 10 0 YR 3 8, 2'R K o 0 g 4 28 I I 9 8' 7 10 1 ❑ 4 18' 7 O 1 600 ❑ b 16 9' l 0' 8.5' 8.5 18' 6 5'R 24 2'R 16B 60° i 36 20,R 18' 20'R • . 01 84.67' 25' 8.67 EE] a 26 S88°50'41'E 12 0 �I 1500 \ °, ILn 5'R 9 600 m 10 10 1 0 2' CONCRETE 4` ha I n 11 n1: T an �'� 9.31' 1 FLUME 2' CONCRETE N 880 11 24' W 148.16'(m) - - - -' FLUME , 0.'1v. Guy O 6; Gut-rer._.;ems=:-;._: Curb 2t C;iUt el 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 �Dm �ZEz Nm DN�'D 01 M 001 , rD 0RD3 ;a 1 A I ainr^- m wmmv>x -4!� -vm In M M a oozyU) S vV AREA SUMMARY: CHICK-FIL-A M CURB & GUTTER CONCRET EXISTING AREA TABULATION / _ v 24 0 o FLUME i N88°33'21"W 75.17' 0.150 ACRES ASPHALT PAVEMENT, ----- - - -- 777 - _ ------- - CONCRETE --40, 9, PERVIOUS AREA ] 0.976 N88°33'21"W 0.063 Se a k i 9.50' 0.976 ACRES CONCRETE SIDEWALK 20'R ❑l - 8'R 3'R 4 �. 6 C 4.0 SIDEWALK HANDICAP RAMP 7 7A HANDICAP RAMP w/ FLARED SIDES 7A 51 R2, 8 C-4.0 C-4.0 ❑9 � 1 9' 24 600 z I 9 $ 10' 8.5' 8.5' 18' : 18, 7:Dcc 1 I �1 l0 Its SR Ia 18' w S06 Narrow I CD 1 I 2 Building ❑- 23 O Z 3,776 S.F. I 1 G `r'I 8.5' 8.5' 10' 100 Seats 5'R i w O: 1, 18,23 N1 23 C" i t Ld 1 0 c o, 1 0 E M o of Nle °l O• 1 �i 10 0oo n7. o l CD. 10' < :3 �I ZI 1 > w :L0 7.17' �I� IN 3' R o l i ri o 10 0 YR 3 8, 2'R K o 0 g 4 28 I I 9 8' 7 10 1 ❑ 4 18' 7 O 1 600 ❑ b 16 9' l 0' 8.5' 8.5 18' 6 5'R 24 2'R 16B 60° i 36 20,R 18' 20'R • . 01 84.67' 25' 8.67 EE] a 26 S88°50'41'E 12 0 �I 1500 \ °, ILn 5'R 9 600 m 10 10 1 0 2' CONCRETE 4` ha I n 11 n1: T an �'� 9.31' 1 FLUME 2' CONCRETE N 880 11 24' W 148.16'(m) - - - -' FLUME , 0.'1v. Guy O 6; Gut-rer._.;ems=:-;._: Curb 2t C;iUt el 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 �Dm �ZEz Nm DN�'D 01 M 001 , rD 0RD3 ;a 1 A I ainr^- m wmmv>x -4!� -vm In M M a oozyU) S vV AREA SUMMARY: CHICK-FIL-A PARCEL CURB & GUTTER BUILDING PAD EXISTING AREA TABULATION ACRES ASPHALT PAVEMENT & IMPERVIOUS AREA CONCRETE 0.722 BUILDING PAD 0.150 ACRES ASPHALT PAVEMENT, 3 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 CURB & GUTTER BUILDING PAD 0.087 ACRES ASPHALT PAVEMENT & STRIPED ISLAND CONCRETE 0.722 ACRES PERVIOUS AREA STANDARD DUTY 3 0.167 ACRES (177) GRASS & LANDSCAPE AREA STOP LINE GRAPHIC WHITE SOLID LINE 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. 1uc "I ITD P C gl r'/CM T11p TC TO REVIEW AFE0 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 OX ACCESSIBLE PARKING SPACE STRIPED ISLAND DRIVE-THRU GRAPHICS CURBED ISLAND 2 CONCRETE SURFACE STANDARD DUTY 3 ASPHALT PAVING 0 4" SWSL - 4" WIDE SINGLE STOP LINE GRAPHIC WHITE SOLID LINE LIGHT POLE 0 40 SITE PLAN DESIGN NOTES & KEY PLAN 22 TYPICAL ADA RAMP AND HANDRAIL 22 C 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 C 4.2 26 TRANSVERSE & LONGITUDINAL DOWELED CONST. JOINT@CT 2 27 CONCRETE APRON @ TRASH ENCLOSURE 27 C-4.2 2E CONCRETE PAVING @ DRIVE THRU LANE 2 4.28 C- 29 EXPANSION JOINT 29 C 4.2 3Q 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" SIGNp-z 40 CENTERL INE STRIP ING tri 11`rai to b lel In-, 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 -Y/2-/ -iq- �uuy� 0 o�� 0 o a o 17 5200 Buff ingtor Rd. Atlanta, GA. 3034)-2998 contact:Getra Thomason (404) 765-25`:7 Revisions: Mark Date 3y _ Mark Date By Mark Date fy Seal N ® L ICD 0 a o 0 M N CO t (I, IS I 0 z c -i - o o t �o a STORE CHICK-FIL-A SERIES S06 NARROW WEST MARKHMA ST. LITTLE ROCK" AR. SHEET TITLE S ITE PLAN ❑ Pre IiminarwJ ❑80% Submit -al []For Construction Job No.: 062 12 6 Store: V??7 Date: 10-13-06 Drawn By: JDR Checked By: TMR Sheet C-2170 Ol DIRECTIONAL ARROW I 2 DRIVE-THRU GRAPHICS C-4.0� 2 3 C 4.0 ❑3 STOP LINE GRAPHIC C-4.0 ® PAINTED HANDICAP PARKING SYMBOL 4 C-4.0 ❑5 CONCRETE SIDEWALK 5 C-4.0 © CURBED HANDICAP RAMP 6 C 4.0 SIDEWALK HANDICAP RAMP 7 7A HANDICAP RAMP w/ FLARED SIDES 7A SIDEWALK WITH CURB & GUTTER 8 C-4.0 C-4.0 ❑9 24" CONCRETE CURB AND GUTTER 9A SPILLING SECTION gg CATCHING SECTION 10 STANDARD PARKING STALL (9'x18') 10 )I REFUSE ENCLOSURE FOUNDATION C-4.0 12 REFUSE ENCLOSURE ALT. DRAINAGE 13 REFUSE ENCLOSURE FOUNDATION (ALT) 13 C-4.0 1 4 14 DRIVE THRU PLAN 15 DRIVE-THRU ISOMETRIC I5 16 DIRECTIONAL SIGNAGE C-4.1 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 16g HANDICAP SIGN (R7-8) ICC "PEDESTRIAN CROSSING" 16D "RIGHT TURN ONLY" SIGN 16E "ONE WAY" SIGN (USE APPLICALBLE DIRECTION) 17 LANDSCAPE & IRRIGATION PROTECTOR 17 IB CONCRETE WHEEL STOP (PAINTED YELLOW) C 4.1 18 C-4.1 19 SERVICE LINE CLEANOUT 19 C-4.1 20 TYPICAL LIGHT POLE BASE 20 21 HANDRAIL 21 C-4.1 C-4.1 22 TYPICAL ADA RAMP AND HANDRAIL 22 C 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 C 4.2 26 TRANSVERSE & LONGITUDINAL DOWELED CONST. JOINT@CT 2 27 CONCRETE APRON @ TRASH ENCLOSURE 27 C-4.2 2E CONCRETE PAVING @ DRIVE THRU LANE 2 4.28 C- 29 EXPANSION JOINT 29 C 4.2 3Q 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" SIGNp-z 40 CENTERL INE STRIP ING tri 11`rai to b lel In-, 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 -Y/2-/ -iq- �uuy� 0 o�� 0 o a o 17 5200 Buff ingtor Rd. Atlanta, GA. 3034)-2998 contact:Getra Thomason (404) 765-25`:7 Revisions: Mark Date 3y _ Mark Date By Mark Date fy Seal N ® L ICD 0 a o 0 M N CO t (I, IS I 0 z c -i - o o t �o a STORE CHICK-FIL-A SERIES S06 NARROW WEST MARKHMA ST. LITTLE ROCK" AR. SHEET TITLE S ITE PLAN ❑ Pre IiminarwJ ❑80% Submit -al []For Construction Job No.: 062 12 6 Store: V??7 Date: 10-13-06 Drawn By: JDR Checked By: TMR Sheet C-2170