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Home My WebLink AboutZ-5228-E Map 2EXISTING ASPHALT PARKING LOT C3 ;?L6!o Q* LEGEND (EXISTING) • SYMBOLS SET IRON PIN LiNEWORK -------------------------- EASEMENT 0 SYMBOLS FOUND IRON PIN iINEWORK ------------- EASEMENT -0 LIGHT POLE -- ■ CC __. -- m TELEPHONE PEDESTAL INTERMEDIATE CONTOUR INTERMEDIATE CONTOUR (9 TV PEDESTAL INDEX CONTOUR 0 MANHOLE INDEX CONTOUR 0 SANITARY SEWER CLEANOUT SANITARY SEWER LINE IL GAS METER SANITARY SEWER LINE pd GAS VALVE GAS UNE a STORM SEWER PIPE G DOWN GUY WATER UNE (SPECIFY SIZE & TYPE) pd WATER VALVE a -+04- FIRE HYDRANT ASSEMBLY UNDERGROUND TELEPHONE h FIRE HYDRANT ASSEMBLY s r CSO AIR RELEASE VALVE UNDERGROUND ELECTRIC A FIRE DEPARTMENT CONNECTION ' eH O WATER METER OVERHEAD ELECTRIC ® SPRINKLER HEAD --^ —a- —u —--- - ® ELECTRIC PEDESTAL 0 EXISTING -- ---- 00- (ART TRACK i0 REIMAIW. CONNECT TO CHAIN LINK PROPOSED DECORATI'vc FENCE AND GATE MATCH EXISTING SIDEWALK EXISTING SIGN TO BE REFURBISHED LINK 4TCH EXISTING SIDEWALK C* GRAPHIC SCALE IN FEET 30' 0 30' MATCH EXISTING i SIDEWALK d 1 PROPOSED CONC. SIDEW %. PRO PROPO5EU J CONC. SIDEWALKIL — J (V 0 Ca 88.92 0.58 2 a I PROPOSED BUILDING FIFE.: 302.15 ..-..... 0 2 2 �G / J ------ CONCRETE" J /PROPOSED —I PROPOSED CONC. STEPS 5 CONC. SIDEWALK W/HANDRAIL BOTH SIDES MATCH EXISTING 4 o SIDEWALK 11 a t PROPOSED PROPOSED GATES AIN LINK FENCE PROPOSED L ------ CHAIN LINK FENCE Ar - INS AS MHH PROPERTIES, LLC. _. BY:-- DATE: Y:_DATE: a/ trli CRAFTON, R111 & ASSOCIATES, INC. 10825 FINANCIAL CENTER PARKWAY, SJITc 300 LITTLE ROCK, AR 72211 501.664.3245 FAX: 501.664.6704 N FTG: �},? 6 S NO : CUP THE AREA Or' 'PHIS PROPOSED ADDITION IS NOT LOCATED ON OF NFAR ANY KNOWN DESIGNATED `WETLANDS. ARKING: &.02-32104L 72 SPACES EXISTING THERE. ARE NO PORTIONS OF THE PROPERTY SHOWN HEREON LYING WITHIN .A SPECIAL FLOOD HAZAF'T AREA, AS SHOWN ON FLOOD INSURANCE RATE MAP PANEL NO. 050181 0042 F, DATED OCTOPtR 19, 2001. PER CENTRAL ARKANSAS WATER, STATIC PRESSURE INTENDED TIE LINE IS 107 P.S.I., (:.1]LLtr- RESIDUAL PRESSURE IS 102 P.S.I. AT TA FIRE FLOW VOLUME OF 1500 G.P.M. a- Arkansas One Call Know what's below. Call before you dig C�D LLT" ENGINEER'S NOTICE TO CONTRACTOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE DRAWINGS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE DRAWINGS AND WE ASSUME NO RESPONSIBILITY AS TO THE ACCURACY OF THEIR DEPICTED LOCATION ON THESE DRAWINGS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN, AND ALL OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE DRAWINGS BY VERIFICATION OF THEIR LOCATION IN THE FIELD PRIOR TO THE INITIATION OF THE ACTUAL PORTION OF THEIR WORK. SAFETY NOTICE TO CONTRACTOR IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE DUTY OF THE ENGINEER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES, IN, OR NEAR THE CONSTRUCTION SITE. OWNERSHIP OF DOCUMENTS THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICES, IS THE PROPERTY OF CRAFTON, TULL & ASSOCIATES, INC., AND IS NOT TO BE USED, IN WHOLE OR PART, FOR ANY OTHER PROJECT WITH OUT THE WRITTEN AUTHORIZATION OF CRAFTON, TULL & ASSOCIATES, INC. NOTIFICATION OF LIMITED SERVICES CRAFTON, TULL & ASSOCIATES, INC., (CTAD HAS NOT BEEN RETAINED BY THE OWNER FOR CONSTRUCTION ADMINISTRATION OR OBSERVATION SERVICES ON ALL OR A PORTION OF THE WORK INDICATED ON THESE DRAWINGS. THEREFORE, THE CTA HEREBY NOTIFIES ALL PARTIES INVOLVED THAT THE CTA ASSUMES NO RESPONSIBILITY FOR THE INTERPRETATION, COORDINATION AND ADMINISTRATION Oi THESE DOCUMENTS AND/OR DEVIATIONS THEREFROM AND THE EFFECTS THOSE CHANGES MAY HAVE ON ANY AND ALL RELATED TRADES OR CONSTRUCTION SEQUENCES, OR OPERATION OF THE COMPLETED PROJECT, EXCEPT AS SPEC— IFICALLY REQUIRED IN THE CTA's SERVICES AGREEMENT WITH THE OWNER. 01513 t�GENERAL NOTES 1-4 PROPOSED MINIATURE GOLF COURSE PROPOSED AREA LIGHTING HIGHWAY BUFFER 1. ENGINEER'S NOTICE TO CONTRACTOR: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE DRAWINGS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE DRAWINGS AND WE ASSUME NO RESPONSIBILITY AS TO THE ACCURACY OF THEIR DEPICTED LOCATION ON THESE DRAWINGS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN, AND ALL OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE DRAWINGS BY VERIFICATION OF THEIR LOCATION IN THE FIELD PRIOR TO THE INITIATION OF THE ACTUAL PORTION OF THEIR WORK. 2. SAFETY NOTICE TO CONTRACTOR: IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE DUTY OF THE ENGINEER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES, IN, OR NEAR THE CONSTRUCTION SITE. 3. OWNERSHIP OF DOCUMENTS: THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICES, IS THE PROPERTY Of CRAFTON TULL INC., AND IS NOT TO BE USED, IN WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF CRAFTON TULL INC. 4. CONTRACTOR SHALL NOT CAUSE ANY INCONVENIENCE TO THE PUBLIC, ADJACENT PROPERTY OWNERS, PEDESTRIANS, ETC. DURING THE CONSTRUCTION OF THIS PROJECT. THE CONTRACTOR SHALL NOT DISRUPT ACCESS TO ADJACENT PROPERTIES AT ANY TIME DURING CONSTRUCTION. 5. THE CONTRACTOR SHALL CONTACT THE ENGINEER FOR CLARIFICATION IF A DISCREPANCY OR INCONSISTENCY IS IDENTIFIED ON THE PLANS AND/OR SPECIFICATIONS. 6. CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND IMPLEMENTATION OF ALL REQUIRED/NECESSARY SHEETING, SHORING, AND SPECIAL EXCAVATION MEASURES REQUIRED ON THE PROJECT TO MEET OSHA, FEDERAL, STATE AND LOCAL REGULATIONS. 7. CRAFTON TULL INC. (CTA) HAS NOT BEEN RETAINED BY THE OWNER FOR CONSTRUCTION ADMINISTRATION OR OBSERVATION SERVICES ON ALL OR A PORTION OF THE WORK INDICATED ON THESE DRAWINGS. THEREFORE, CTA HEREBY NOTIFIES ALL PARTIES INVOLVED THAT CTA ASSUMES NO RESPONSIBILITY FOR THE INTERPRETATION, COORDINATION AND ADMINISTRATION OF THESE DOCUMENTS AND/OR DEVIATIONS THEREFORE AND THE EFFECTS THOSE CHANGES MAY HAVE ON ANY AND ALL RELATED TRADES OR CONSTRUCTION SEQUENCES, OR OPERATION OF THE COMPLETED PROJECT, EXCEPT AS SPECIFICALLY REQUIRED IN THE CTSAS SERVICE AGREEMENT WITH THE OWNER. BUILDING SET BACK RIGHT OF WAY PROPERTY LINE ROAD CENTERLINE t� SITE NOTES 1. THE DESIGN, INSPECTION, AND CERTIFICATION OF ANY RETAINING WALL SHOWN OR REFERENCED HEREIN, INCLUDING BUT NOT LIMITED TO, SEGMENTAL RETAINING WALLS, MASS GRAVITY WALLS, GABION WALLS, ETC., GREATER THAN FORTY-EIGHT INCHES IN HEIGHT, SHALL BE BY OTHERS. ANY RETAINING WALL DATA SHOWN OR REFERENCED HEREIN SHALL BE FOR COORDINATION OF THE WALL LOCATION AND ELEVATIONS ONLY, 2. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY/STATE/FEDERAL REGULATIONS AND CODES AND OSHA STANDARDS. 3. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULES, SLOPE PAVING, SIDEWALKS, EXIT PORCHES, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT UTILITY ENTRANCE LOCATIONS. 4. ALL DIMENSIONS AND RADII ARE TO BACK OF CURB UNLESS OTHERWISE NOTED. 5. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE PROJECT SPECIFICATIONS. 6. ALL CURB/SIDEWALK/HANDICAP RAMP DESIGNS SHALL CONFORM TO ADA STANDARDS OR LOCAL RESTRICTIVE CODES, WHICHEVER IS MORE RESTRICTIVE. 7. CONTRACTOR SHALL ENSURE ALL NECESSARY PERMITS ARE OBTAINED PRIOR TO CONSTRUCTION START. B. CONTRACTOR SHALL MATCH PROPOSED CURB AND GUTTER, CONCRETE, AND PAVEMENT TO EXISTING IN GRADE AND ALIGNMENT. 9. .CONTRACTOR SHALL MAINTAIN ALL EXISTING PARKING, SIDEWALKS, DRIVES, ETC. CLEAR AND FREE FROM ANY CONSTRUCTION ACTIVITY AND/OR MATERIAL TO ENSURE EASY AND SAFE PEDESTRIAN AND -VEHICULAR TRAFFIC TO AND FROM THE SITE. 10825 Financial Center Parkway, SUite 300 Little Rock, .Arkansas 7221'. Crafton Tull 0 engineering I surveying 501.664.3245 t 501.664.6704 f www.craftontull.com i CRAFTON TULL CELEBRATING 50 YEARS BIG ROCK MINIATURE GOLF LITTLE ROCK, ARKANSAS ! Key Plat: I N.. Descrlpeon s_ Out. This document, and the ideas and designs incorporated herein, as an instrument of professional service, is the property of Crafton, Tull & Associates, Inc., and is not to he used, in whole or in part, for any other project, without the written authorization of Crafton, Tull & Associates, Inc. ONS.IguCTION ° PROJECT NO: 13804000R�`, ISSUE DATE: 08/26/13 EO THIS sol CONTACT: B.PETERSON DOCUMENT IS N CHECKEDBY: 2 PRELIMINARYIN �. NATURE AND IS NOT PRELIMINARY AFINAL,SIGNED o PLANS ; AND SEALED DOCUMENT 40 � ® 2013 Crafton, Tull&Associates, Inc. NOo ° NollDnaLS SITE PLAN C-101 Q* LEGEND (EXISTING) • SYMBOLS SET IRON PIN LiNEWORK -------------------------- EASEMENT 0 SYMBOLS FOUND IRON PIN iINEWORK ------------- EASEMENT -0 LIGHT POLE -- ■ POWER POLE CURB m TELEPHONE PEDESTAL INTERMEDIATE CONTOUR INTERMEDIATE CONTOUR (9 TV PEDESTAL INDEX CONTOUR 0 MANHOLE INDEX CONTOUR 0 SANITARY SEWER CLEANOUT SANITARY SEWER LINE IL GAS METER SANITARY SEWER LINE pd GAS VALVE GAS UNE a STORM SEWER PIPE G DOWN GUY WATER UNE (SPECIFY SIZE & TYPE) pd WATER VALVE ------ - -- -+04- FIRE HYDRANT ASSEMBLY UNDERGROUND TELEPHONE No FIRE HYDRANT ASSEMBLY s r CSO AIR RELEASE VALVE UNDERGROUND ELECTRIC A FIRE DEPARTMENT CONNECTION ' eH O WATER METER OVERHEAD ELECTRIC ® SPRINKLER HEAD --^ —a- —u —--- - ® ELECTRIC PEDESTAL UNDERGROUND TELEVISION �l PLUG VALVE OVERHEAD TELEVISION I GRATED INLET UNDERGROUND TELEVISION I—j i DROP INLET CHAIN LINK FENCE _ 1 ON PLAN SHEET) WOOD FENCE BARBED WIRE FENCE n - - TREE - FIBER OPTIC ' RIGHT OF WAY TREE TO BE REMOVED -- s ROAD CENTERLINE BUILDING SET BACK RIGHT OF WAY PROPERTY LINE ROAD CENTERLINE t� SITE NOTES 1. THE DESIGN, INSPECTION, AND CERTIFICATION OF ANY RETAINING WALL SHOWN OR REFERENCED HEREIN, INCLUDING BUT NOT LIMITED TO, SEGMENTAL RETAINING WALLS, MASS GRAVITY WALLS, GABION WALLS, ETC., GREATER THAN FORTY-EIGHT INCHES IN HEIGHT, SHALL BE BY OTHERS. ANY RETAINING WALL DATA SHOWN OR REFERENCED HEREIN SHALL BE FOR COORDINATION OF THE WALL LOCATION AND ELEVATIONS ONLY, 2. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY/STATE/FEDERAL REGULATIONS AND CODES AND OSHA STANDARDS. 3. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULES, SLOPE PAVING, SIDEWALKS, EXIT PORCHES, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT UTILITY ENTRANCE LOCATIONS. 4. ALL DIMENSIONS AND RADII ARE TO BACK OF CURB UNLESS OTHERWISE NOTED. 5. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE PROJECT SPECIFICATIONS. 6. ALL CURB/SIDEWALK/HANDICAP RAMP DESIGNS SHALL CONFORM TO ADA STANDARDS OR LOCAL RESTRICTIVE CODES, WHICHEVER IS MORE RESTRICTIVE. 7. CONTRACTOR SHALL ENSURE ALL NECESSARY PERMITS ARE OBTAINED PRIOR TO CONSTRUCTION START. B. CONTRACTOR SHALL MATCH PROPOSED CURB AND GUTTER, CONCRETE, AND PAVEMENT TO EXISTING IN GRADE AND ALIGNMENT. 9. .CONTRACTOR SHALL MAINTAIN ALL EXISTING PARKING, SIDEWALKS, DRIVES, ETC. CLEAR AND FREE FROM ANY CONSTRUCTION ACTIVITY AND/OR MATERIAL TO ENSURE EASY AND SAFE PEDESTRIAN AND -VEHICULAR TRAFFIC TO AND FROM THE SITE. 10825 Financial Center Parkway, SUite 300 Little Rock, .Arkansas 7221'. Crafton Tull 0 engineering I surveying 501.664.3245 t 501.664.6704 f www.craftontull.com i CRAFTON TULL CELEBRATING 50 YEARS BIG ROCK MINIATURE GOLF LITTLE ROCK, ARKANSAS ! Key Plat: I N.. Descrlpeon s_ Out. This document, and the ideas and designs incorporated herein, as an instrument of professional service, is the property of Crafton, Tull & Associates, Inc., and is not to he used, in whole or in part, for any other project, without the written authorization of Crafton, Tull & Associates, Inc. ONS.IguCTION ° PROJECT NO: 13804000R�`, ISSUE DATE: 08/26/13 EO THIS sol CONTACT: B.PETERSON DOCUMENT IS N CHECKEDBY: 2 PRELIMINARYIN �. NATURE AND IS NOT PRELIMINARY AFINAL,SIGNED o PLANS ; AND SEALED DOCUMENT 40 � ® 2013 Crafton, Tull&Associates, Inc. NOo ° NollDnaLS SITE PLAN C-101 (01 LEGEND (PROPOSED) • SYMBOLS SET IRON PIN LiNEWORK -------------------------- EASEMENT LIGHT POLE lq POWER POLE CURB ■ TELEPHONE PEDESTAL 1208 M TV PEDESTAL INTERMEDIATE CONTOUR 1205 Q MANHOLE INDEX CONTOUR 0 SANITARY SEWER CLEANOUT • GAS METER SANITARY SEWER LINE ►t GAS VALVE - ® STORM SEWER PIPE GAS LINE C� STRUCTURE NUMBER WATER LINE N WATER VALVE -+04- FIRE HYDRANT ASSEMBLY UNDERGROUND TELEPHONE No AIR RELEASE VALVE s r ,Fr FIRE DEPARTMENT CONNECTION UNDERGROUND ELECTRIC i WATER METER ' eH OVERHEAD ELECTRIC ■ BACK FLOW PREVENTER - A REDUCER FIBER OPTIC PLUG VALVE I DROP INLET, GRATED INLET UNDERGROUND TELEVISION 1 OR JUNCTION BOX (SPECIFY - - — ON PLAN SHEET) OVERHEAD TELEVISION CHAIN LINK FENCE - - WOOD FENCE BUILDING SET BACK RIGHT OF WAY PROPERTY LINE ROAD CENTERLINE t� SITE NOTES 1. THE DESIGN, INSPECTION, AND CERTIFICATION OF ANY RETAINING WALL SHOWN OR REFERENCED HEREIN, INCLUDING BUT NOT LIMITED TO, SEGMENTAL RETAINING WALLS, MASS GRAVITY WALLS, GABION WALLS, ETC., GREATER THAN FORTY-EIGHT INCHES IN HEIGHT, SHALL BE BY OTHERS. ANY RETAINING WALL DATA SHOWN OR REFERENCED HEREIN SHALL BE FOR COORDINATION OF THE WALL LOCATION AND ELEVATIONS ONLY, 2. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY/STATE/FEDERAL REGULATIONS AND CODES AND OSHA STANDARDS. 3. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULES, SLOPE PAVING, SIDEWALKS, EXIT PORCHES, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT UTILITY ENTRANCE LOCATIONS. 4. ALL DIMENSIONS AND RADII ARE TO BACK OF CURB UNLESS OTHERWISE NOTED. 5. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE PROJECT SPECIFICATIONS. 6. ALL CURB/SIDEWALK/HANDICAP RAMP DESIGNS SHALL CONFORM TO ADA STANDARDS OR LOCAL RESTRICTIVE CODES, WHICHEVER IS MORE RESTRICTIVE. 7. CONTRACTOR SHALL ENSURE ALL NECESSARY PERMITS ARE OBTAINED PRIOR TO CONSTRUCTION START. B. CONTRACTOR SHALL MATCH PROPOSED CURB AND GUTTER, CONCRETE, AND PAVEMENT TO EXISTING IN GRADE AND ALIGNMENT. 9. .CONTRACTOR SHALL MAINTAIN ALL EXISTING PARKING, SIDEWALKS, DRIVES, ETC. CLEAR AND FREE FROM ANY CONSTRUCTION ACTIVITY AND/OR MATERIAL TO ENSURE EASY AND SAFE PEDESTRIAN AND -VEHICULAR TRAFFIC TO AND FROM THE SITE. 10825 Financial Center Parkway, SUite 300 Little Rock, .Arkansas 7221'. Crafton Tull 0 engineering I surveying 501.664.3245 t 501.664.6704 f www.craftontull.com i CRAFTON TULL CELEBRATING 50 YEARS BIG ROCK MINIATURE GOLF LITTLE ROCK, ARKANSAS ! Key Plat: I N.. Descrlpeon s_ Out. This document, and the ideas and designs incorporated herein, as an instrument of professional service, is the property of Crafton, Tull & Associates, Inc., and is not to he used, in whole or in part, for any other project, without the written authorization of Crafton, Tull & Associates, Inc. ONS.IguCTION ° PROJECT NO: 13804000R�`, ISSUE DATE: 08/26/13 EO THIS sol CONTACT: B.PETERSON DOCUMENT IS N CHECKEDBY: 2 PRELIMINARYIN �. NATURE AND IS NOT PRELIMINARY AFINAL,SIGNED o PLANS ; AND SEALED DOCUMENT 40 � ® 2013 Crafton, Tull&Associates, Inc. NOo ° NollDnaLS SITE PLAN C-101