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Home My WebLink AboutZ-5228-D Map 201 Z _.1 LU cn �1 EXISTING ASPHALT PARKING LOT Z: F v ¢� � V) rc c V) Y Q zoo Qf Do zoc o0:: co EXISTING --- GO-CART TRACK TO REMAIN 1 i ; r EXISTING SIGN TO BE REFURBISHED F t CONNECT TO CHAIN LINK PROPOSED DECORATIVE FENCE AND GATE MATCH EXISTING SIDEWALK LINK SATE B ATCH EXISTING SIDEWALK 2-7 it PROPOSEC CONC. SIDEWALK N MATCH EXISTING SIDEWALK PROPOSED CHAIN LINK FENCE "t_ DEW0!. PER: NATIONAL PROPERTIES HOLDINGS, LLC. MHH PROPERTIES, LLC. SAL AREA: CIVIL ENGINEER: 7.07 ACRES CRAFTON, TULL & ASSOCIATES, INC. 307969 SF 10825 FINANCIAL CENTER PARKWAY, SUITE 300 a- �' LITTLE ROCK, AR 72211 PROPOSED ;, 501.664.3245 FAX: 501.664.6704 Al WETLaINDS NOTE: UP THE AREA OF THIS PROPOSED ADDITION IS NOT LOCATED MANHOLE CNS OR NEAR ANY KNOWN DESIGNATED WETLANDS. k1_g1 Ll QOLUMEMIDIL 12 SPACES EXITING r+ m a ) E PORTIONS OFTHE WN HEREON LYING WITHIN A SPECIAL FLOOD ^ F zi1CIG cI " ri sT:�a 1 L_. HAZAhAP,S SH N O FLOOD INSUPROPERTY RANCE RATE MAPF PANEL NO. 050181 0042 F, DATED D4 Oc.OL. ,, i ct, 2001. AS (vOT L----� � DikCED u MINUT DOWN GUY WATER UNE (SPECIFY SIZE & TYPE) PER CENTRAL ARKANSAS WATER, STATIC PRESSURE INTENDED TIE UNE IS 107 P.S.I., BY: 1i1 I LI _ RESIDUAL PRESSURE IS 102 P.S.I. AT TA FIRE FLOW VOLUME OF 1500 G.P.M. BATTING CAGES TO REMAIN MATCH EXISTING SIDEWALK -PROPOSED CONC. SIDEWAL �1 Q' 0 2 2 - PROPOSED PROPOSED F- < a C-) CONC. SIDEWALK Q Do BOTH SIDES ` POWER POLE a- �' PROPOSED PROPOSED ;, GATES AIN LINK FENCE , INTERMEDIATE CONTOUR O MANHOLE IN _ INDEX CONTOUR o SANITARY SEWER CLEANOUT A MATCH EXISTING SIDEWALK -PROPOSED CONC. SIDEWAL �1 Q' 0 2 2 Arkansas One Call Know what's below. Call before you dig r - PROPOSED PROPOSED CONC. STEPS CONC. SIDEWALK W/HANDRAIL LIGHT POLE BOTH SIDES —� J POWER POLE a- �' PROPOSED PROPOSED ;, GATES AIN LINK FENCE , Arkansas One Call Know what's below. Call before you dig r @41LEGEND (EXING) SYMBOLS 0 ; L7NEWOpy ---------------------------- EASEMENT • LIGHT POLE LINEWORK _-----------------__---__—_ EASEMENT 7 POWER POLE CURB m Si?AP!I[C SCAL IN FEET PROPOSED AREA LIGHTING 0 a" Q 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 GRAFTON, TULL & ASSOCIATES, INC., AND IS NOT TO BE USED, IN WHOLE OR PART, FOR ANY OTHER PROJECT WITH OUT THE WRITTEN AUTHORIZATION OF GRAFTON, TULL & ASSOCIATES, INC. NOTIFICATION OF LIMITED SERVICES CRAFTON, TULL & ASSOCIATES, 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, THE CTA HEREBY NOTIFIES ALL PARTIES INVOLVED THAT THE CTA ASSUMES NO RE'PONSIBILITY FOR THE INTERPRETATION, COORDINATION AND ADMINISTRATION 0 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. v A30 GENERAL NOTES 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 m� PROPERTY LINE ROAD CENTERLINE Y N T E NOTES ��sec,.•auz. 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. 8. 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 Little Rock, Arkansas 7: ® Grafton Tu engineering J surveying 501.664.3245 t 501.664.6; www.craftontulLl CRAFTON TULL CELEBRATING 50 YEARS i , BIG ROCK MINIATURE GOLF LITTLE ROCK, ARKANSAS Key Plan This document, and the ideas and designs incorporated as an Instrument of professional service, is the property Grafton, Tull & Associates, Inc., and is not to he used, in or in part, for any other project, without the written authorization of Crafton, Tull & Associates, Inc. NS.t RUCT ION PROTECT NO: '13804000 GO ISSUEDATE: 08/26/13 4OQ- THIS CONTACT: &PETERSON � DOCUMENTI! CHECKED BY: Z PRELIMINARYI NATURE AND IS I PRELIMINARY AFINAL,SIGNE PLANS �� AND SEALED ' DOCUMENT �� ® 2073 Crafton, Tuli & Assodazes, In<. Noi.Lo0LSF SITE PLAN C-101 @41LEGEND (EXING) SYMBOLS 0 FOUND IRON PIN L7NEWOpy ---------------------------- EASEMENT • LIGHT POLE LINEWORK _-----------------__---__—_ EASEMENT Y POWER POLE CURB m TELEPHONE PEDESTAL -...-.--.-.__..._.._.... _..._,.. ,._.... (� TV PEDESTAL INTERMEDIATE CONTOUR O MANHOLE IN _ INDEX CONTOUR o SANITARY SEWER CLEANOUT A GAS METER SANITARY SEWER LINE D4 GAS VALVE GAS LINE �~ L----� STORM SEWER PIPE u C DOWN GUY WATER UNE (SPECIFY SIZE & TYPE) D114 WATER VALVE - - -- �J- FIRE HYDRANT ASSEMBLY UNDERGROUND TELEPHONE rK AIR RELEASE VALVE UNDERGROUND ELECTRIC A FIRE DEPARTMENT CONNECTION O WATER METER OVERHEAD ELECTRIC ® SPRINKLER HEAD ------------ -_-- m ELECTRIC PEDESTAL UNDERGROUND TELEVISION AIR RELEASE VALVE t r .F,. FIRE DEPARTMENT CONNECTION UNDERGROUND ELECTRIC OVERHEAD TELEVISION m WATER METER GRATED INLET OVERHEAD ELECTRIC - L� DROP INLET CHAIN UNK FENCE • REDUCER WOOD FENCE t PLUG VALVE BARBED WIRE FENCE TREE - aOR FIBER OPTIC JUNCTION BOX (SPECIFY �— RIGHT OF WAY ON PLAN SHEET) TREE TO BE REMOVED CHAIN LINK FENCE ROAD CENTERLINE BUILDING SET BACK RIGHT OF WAY m� PROPERTY LINE ROAD CENTERLINE Y N T E NOTES ��sec,.•auz. 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. 8. 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 Little Rock, Arkansas 7: ® Grafton Tu engineering J surveying 501.664.3245 t 501.664.6; www.craftontulLl CRAFTON TULL CELEBRATING 50 YEARS i , BIG ROCK MINIATURE GOLF LITTLE ROCK, ARKANSAS Key Plan This document, and the ideas and designs incorporated as an Instrument of professional service, is the property Grafton, Tull & Associates, Inc., and is not to he used, in or in part, for any other project, without the written authorization of Crafton, Tull & Associates, Inc. NS.t RUCT ION PROTECT NO: '13804000 GO ISSUEDATE: 08/26/13 4OQ- THIS CONTACT: &PETERSON � DOCUMENTI! CHECKED BY: Z PRELIMINARYI NATURE AND IS I PRELIMINARY AFINAL,SIGNE PLANS �� AND SEALED ' DOCUMENT �� ® 2073 Crafton, Tuli & Assodazes, In<. Noi.Lo0LSF SITE PLAN C-101 t LEGEND (PROPOSED) • SYMBOLS SET IRON PIN LINEWORK _-----------------__---__—_ EASEMENT LIGHT POLE lk POWER POLE CURB ■ TELEPHONE PEDESTAL 1208 ® TV PEDESTAL INTERMEDIATE CONTOUR 1205 Q MANHOLE INDEX CONTOUR o SANITARY SEWER CLEANOUT A GAS METER SANITARY SEWER LINE N GAS VALVE L� STORM SEWER PIPE GAS UNE STRUCTURE NUMBER WATER UNE N WATER VALVE -+*4- FIRE HYDRANT ASSEMBLY UNDERGROUND TELEPHONE IBI AIR RELEASE VALVE t r .F,. FIRE DEPARTMENT CONNECTION UNDERGROUND ELECTRIC 1/ WATER METER OVERHEAD ELECTRIC ■ BACK FLOW PREVENTER • REDUCER FIBER OPTIC t PLUG VALVE DROP INLET, GRATED INLET UNDERGROUND TELEVISION aOR JUNCTION BOX (SPECIFY �— ON PLAN SHEET) OVERHEAD TELEVISION CHAIN LINK FENCE WOOD FENCE — BUILDING SET BACK RIGHT OF WAY m� PROPERTY LINE ROAD CENTERLINE Y N T E NOTES ��sec,.•auz. 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. 8. 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 Little Rock, Arkansas 7: ® Grafton Tu engineering J surveying 501.664.3245 t 501.664.6; www.craftontulLl CRAFTON TULL CELEBRATING 50 YEARS i , BIG ROCK MINIATURE GOLF LITTLE ROCK, ARKANSAS Key Plan This document, and the ideas and designs incorporated as an Instrument of professional service, is the property Grafton, Tull & Associates, Inc., and is not to he used, in or in part, for any other project, without the written authorization of Crafton, Tull & Associates, Inc. NS.t RUCT ION PROTECT NO: '13804000 GO ISSUEDATE: 08/26/13 4OQ- THIS CONTACT: &PETERSON � DOCUMENTI! CHECKED BY: Z PRELIMINARYI NATURE AND IS I PRELIMINARY AFINAL,SIGNE PLANS �� AND SEALED ' DOCUMENT �� ® 2073 Crafton, Tuli & Assodazes, In<. Noi.Lo0LSF SITE PLAN C-101