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HomeMy WebLinkAboutZ-4411-D Map 9AREA SUMMARY: CHICK-FIL-A PARCEL GLV TRAFFIC CONTROL ARROW EXISTING AREA TABULATION 0.09 ACRES IMPERVIOUS AREA FT] STANDARD PARKING QUANTITY BUILDING PAD 0.00 ACRES ASPHALT PAVEMENT, 0.00 ACRES CONCRETE 0.12 ACRES (13X) PERVIOUS AREA 0 ASPHALT PAVING TOTAL AREA 0.94 ACRES GRASS & LANDSCAPE AREA LIGHT POLE TOTAL AREA 0.94 ACRES PROPOSED AREA TABULATION IMPERVIOUS AREA i GLV TRAFFIC CONTROL ARROW BUILDING PAD 0.09 ACRES ASPHALT PAVEMENT & FT] STANDARD PARKING QUANTITY CONCRETE 0.73 ACRES PERVIOUS AREA ammommm CURBED ISLAND Q 0.12 ACRES (13X) GRASS & LANDSCAPE AREA 0 ASPHALT PAVING TOTAL AREA 0.94 ACRES j \\ ,.�,z v, �3R 5 ♦ S �f�\ J�t \ 990 \ n F' 177 SITE PLAN LEGEND i GLV TRAFFIC CONTROL ARROW PROPOSED TRAFFIC CONTROL ARROW CURB & GUTTER FT] STANDARD PARKING QUANTITY ACCESSIBLE PARKING SPACE STRIPED ISLAND ammommm CURBED ISLAND Q CONCRETE SURFACE ?: •: ' " STANDARD DUTY 0 ASPHALT PAVING 0 4' SWSL - 4" WIDE SINGLE WHITE SOLID LINE LIGHT POLE !76>-; ♦ .00, \ If $ E � �/ LJ 4s�/(� / o ' . a rte: 'i'•. �> \ • • \ /mooRA IL %D401 14, �� i,�20 ♦ ♦ SISI \ \' \P'4 j / 20'R Nz a (� F let..p / 1500 ,. ;\ / X90" AW�-GF\`\y/ `..tT\ / SWSL ��'%"r �'>�1 %'/ TIE TO \ �/A� '` y% / ' E(ISTING JJ,• \ /i 1l d... b ✓ \�� ,.'``/,°i?GO° 01` R\� `/ j�/ / CURB \� a G , TIE TO�aa 4Fa°al �/ ry. fl EXISTING" -I CURB - IQ AI 4T2] 000 Kel i ♦ 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: EX IST ING UT IL ITY LOCAT IONS 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 REOUIRED 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. REFER TO LANDSCAPE PLAN FOR- - TREE REPLACEMENT MATCH & TIE TO EXISTING CURB & GUTTER L� i GLV TRAFFIC CONTROL ARROW / X STANDARD PARKING QUANTITY FT] ACCESSIBLE PARKING SPACE 7/ 4 / °" SWSL J ,' YR 13.8 VR - 4ti ) , \� s9\!cp I 9- 7 -� ee 8'R \l 4 f 3'R '' " / � s FOR SITE PLAN NOTES SEE DRAWING NO. C-5.1 SITE PLAN LEGEND EXISTING PROPOSED GLV TRAFFIC CONTROL ARROW CURB & GUTTER X STANDARD PARKING QUANTITY OX ACCESSIBLE PARKING SPACE O STRIPED ISLAND CURBED ISLAND Q CONCRETE SURFACE �s,.';0...;.: • ; STANDARD DUTY ASPHALT PAVING 0 4" SWSL - 4" WIDE SINGLE WHITE SOLID LINE LIGHT POLE 20' 10' 0 20' 40' �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, SCALE: 1"=20' SITE PLAN DESIGN NOTES & KEY PLAN ❑I DIRECTIONAL ARROW I C-4.0 �2 DRIVE-THRU GRAPHICS C_22 4.0 STOP LINE GRAPHIC 3 C-4.0 74 PAINTED HANDICAP PARKING SYMBOL 4 C-4.0 5 �5 D IRECT IONAL S IGNAGE (REFER To S IGN PACKAGE C 4.0 FOR MORE DETAILS) ALL SIGNS SHALL CONFORM TO THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" BY THE U.S. DEPARTMENT OF TRANSPORTATION. 5A STOP SIGN 5F LEFT TURN ONLY SIGN 5B HANDICAP SIGN 5G WATCH FOR PEDESTRIANS 5C DRIVE-THRU SIGN SIGN 5D RIGHT TURN ONLY SIGN 5E DO NOT ENTER SIGN © STANDARD PARKING STALL 6 C-4.0 ❑7 SIDEWALK HANDICAP RAMP 7 C-4.0 ® HANDICAP RAMP w/ FLARED SIDES 8 C-4.0 �9 CURBED SERVICE RAMP 9 C-4.0 10 TRUNCATED DOMES 10 C-4.0 11 TYPICAL CONCRETE SIDEWALK II C 4.0 12 12 SIDEWALK WITH CURB & GUTTER (NOT USED) C 4.0 13 DRIVE THRU PLAN 13 14 C 4.1 14 DRIVE-THRU ISOMETRIC C-4.1 15 ROLLOVER MOUNTABLE CURB(NOT USED) 15 C-4.1 16 LANDSCAPE & IRRIGATION PROTECTOR 16 C-4.1 17 24" CONCRETE CURB AND GUTTER 17 C-4.1 18 WHEEL STOP (YELLOW)(NOT USED) 18 C-4.1 19 SERVICE LINE CLEANOUT(NOT USED) 19 C-4.1 20 20 TYPICAL LIGHT POLE BASE 20A 120AI REFUSE ENCLOSURE FOUNDATION 21 BOLLARD POST &41. 22 22 TYPICAL PAVEMENT SECTION (6"-2"-1") 23 C-4.2 23 TRANSVERSE & LONGITUDINAL CONTRACTION JOINT (NOT USED) C 4.2 24 TRANSVERSE & LONGITUDINAL DOWELED CONST. JOINT 0242 (NOT USED) 25 CONCRETE APRON @ TRASH ENCLOSURE 25 26 C-4.2 26 CONCRETE PAVING @DRIVE THRU LANE C 4 2 27 HANDRAIL ELEVATION 27 C-4.2 28 TYPICAL ADA RAMP AND HANDRAIL(NOT USED) 28 C-4.2 29 EXPANSION JOINT(NOT USED) 30 CONTRACTION JOINT(NOT USED) 31 FLAGPOLE (SEE SIGN PACKAGE) ECX SERIES 50 FOOT FLAG POLE PACKAGE, BY APPROVED VENDORS; THE FLAG COMPANY OR ATLAS FLAGS. 32 TRANSFORMER (SEE ELECTRICAL PLANS) 33 REFUSE/STORAGE BUILDING (SEE ARCHITECT PLANS) 34 GREASE TRAP (SEE SHEET PS -1.0 AND C-5.0) 35 CHICK-FIL-A MONUMENT SIGN (REFER TO SIGN PACKAGE) 36 PRE -SELL MENUBOARD(REFER TO SIGN PACKAGE) 37 MENU BOARD & CANOPY ORDERING STATION (REFER TO SIGN PACKAGE) 38 CHICK-FIL-A "ENTER" SIGN(REFER TO SIGN PACKAGE) 39 CHICK-FIL-A "EXIT" SIGN(REFER TO SIGN PACKAGE)(NOT USED) 40 TRANSFORMER PAD PARKING REQUIREMENTS PARKING RATIO = 1 SPACE PER 100 S.F. OF GROSS FLOOR AREA BUILDING SIZE = 4,287 S.F. TOTAL SPACES REQUIRED =43 STANDARD SPACES PROVIDED =53 HANDICAP SPACES PROVIDED = 3 TOTAL SPACES PROVIDED = 56 CNG„� 0 o � ° D ��r C� 5200 Buff ingtcri Rd. Atlanta, GA. 30319-2998 contact:Getra Thomason (404) 765-2557 Revisions: Mark Date 13y 0 _ Mark Date By 0 Mark Date By 0 Seal S TE 1 i I i ItF.GISTERED � PROFESSIONAL r ENGIIVEER 00 11 No. 12318 4,`` M. RDGEP� It • T•�9 3 y ® Z 1x3 IL o i•� x 3 ow n Y sht ao - 0W rn� no N M 1 'O 0} 0 10 (1) V) V) 0 0 U � 6 1- O ,0 .} CD .a 0 STORE CANTRELL ROAD FSU S06E-R 11525 CANTRELL RD. LITTLE ROCK, AR 72212 SHEET TITLE S ITE PLAN ❑ Preliminary 080% Submittal []For Construction Job No.: 100006393 Store: 2.353 Date: 12-03-09 Drawn By: ATC Checked By: TMR Sheet C-200