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Home My WebLink AboutZ-5228-D Map 10, 3 HXISTING ASHALF PARKING LOT s i A I ffI JL i CiNECT TOE STING , CHAIN LINK FFE I Cti R 'f l G I PRCPOa'rD ¢ FEDilrti AND SIt - a ; 1 4 m U } � � SIA Tlsi SIDEWALK 1/ I 4 x� 1 / MATCH EXISTING `\\ SIDEWALK MATCH EXISTING SIDEWALK -PROPOSED CONC. SIDEWAI -MATCH EXISTING � GO FENCE yq PROPOSED J° CONC. SIDEWALK - — j \vA 104' ! -- LD CV O _ m n 88.92 \ 0.58, I 2 a U PROPOSED BUILDING r ` FFE. 302.15 \ �� \ 77 I `�Jl• V il4 CHAN` LINK \GATE EXISTING SIGN TO BE = ! RErURBISHED , i _- % MATCH EXITST'ING SIDEWALK PROPOSED CHAIN LINK FENCE CDs'TZP PARKWAY, SUIT JIM' 1221' 15 NOf L:^�Aal _. , .. „ � AG ... v^WIN OESI•GNP'FD iiE1 ?N^:'. T'c P. ARTY SHOWN HEREON LYING MTHI^I A SpEMIL FLOOD (:w FLOOD INSURANCE FATE MA" rA,JNEL f •050;81 0042 F, DATED .mom- AR1,A145AZ WATER, STATIC pRESSUP.E INTENDED TIE LINE IS 107 P.S.I., -S.I. AT IA F F.E FLOW VOLUME OF 156D G.P.M. /-alts CV/'3to of/0X-//7 .vr� 1 PROPOSED CONC. SIDEWALK _1 0 0 a- PROPOSED - AIN LINK FENCE r � PROPOSED I CONC. STEPS i W/HANDRAIL \, BOTH SIDES PROPOSED GATES Know What's below. Call before you dig. BATTING CAGES TO REMAIN PROP( C .t LIGHT, a /9761 3 .o ®N e C* GRAPHIC SCALE IN FEET r 30' 0 3C' PROPOSED AREA LIGHTING i 4� e GENERAL NOTES v&30 �— PROPOSED MINIATURE GOLF COURSE PROPOSED AREA LIGHTING :1t• 22; ENGINEER'S NOTICE TO CONTRACTOR ��LEGEND(EXISTING) 0 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND LINEWORK ° UTILITY PIPES OR STRUCTURES SHOWN ON THESE DRAWINGS ------------------- EASEMENT I ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS CURB tq TO THE BEST OF OUR KNOWLEDGE THERE ARE NO OaSTING CURB M UTILITIES EXCEPT AS SHOWN ON THESE DRAWINGS AND WE INTERMEDIATE CONTOUR ASSUMERESPONSIBILITY AS THE ACCURACY OF ASSUME INTERMEDIATE CONTOUR ENGINEER'S NOTICE TO CONTRAC-OR: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR DEPICTED LOCATION ON THESE DRAWINGS. THE PI E CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY STRUCTURES SHOWN ON THESE D3AWINGS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST MEASURES TO PROTECT THE UTILITY LINES SHOWN, AND LOTHER LINES NOT OF RECORD OR NOT SHOWN ON TH sE INDEX CONTOUR AND W' ASSUME THERE ARE Rh� EXISTING UTILITIES EXCEPTAS SHOWN ON THESE DRAWINGS ME OF OUR KNOWLEDGE By VERIFICATOF DEAD FON HEIROF L° ATTION IN THEN j T NG SIBP�'.Y AS TC THE :._'CURACY OF THEIR_ DEPICTED LOCATION ON THESE DRAWINGS THE L,OtiTRACTOR PGS RESFO O THE INTION SANITARY SEWER LINE D4 OF Tr 9 WORK GAS LINE rt~ I----- - STORM SEWER PIPE rt LINES NOT OF RECORD OR NOT SHOWN ON -THESE DRAWINGS B" VERIFICATION OF THEIR LOCATION IN .HE FIELD PRIOR TO THE INITIATION OF THE ACTUAL PORTION OF THEIR 'WORK. DOWN GUY WATER LINE (SPECIFY SIZE & TYPE) SAFETY NOTICE TO CONTRACTOR 2. SAFETY NOTICE TO CONTRACTOR: IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICrS, THE IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION FIRE HYDRANT ASSEMBLY CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF THE JOB SITE, INCLUDING PRACTICES, THE CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF THE J013 AIR RELEASE VALVE SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT VVIILL APPLY PERFIORMAANNCE OFTY °THE WORK.PERSONS ERTY DURING INCLUDING MS REQUIREMENT FIRE DEPARTMENT CONNECTION CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE DUTY OF THE ENGINEER TO CONDUCT WILL APPLY CONTINUOUSLY AND NOT BE UNITED TO WATER METER CONSTRUCTION REVIEW OF THE CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE NORMAL WORKING HOURS. SPRINKLER HEAD '. ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES, IN, OR NEAR THE CONSTRUCTION SITE. THE DUTY OF THE ENGINEER TO CONDUCT CONSTRUCTION REVIEW OF THE CQNTRACT...2'S PERFORMANCE IS NOT 3. OWNERSHIP OF DOCUMENTS: THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN PS ANINTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE BACK FLOW PREVENTER INSTRUMENT OF PROFESSIONAL SERVICES, IS THE PROPERTY OF CRAFTON TULL INC., AND IS NOT TO BE USED, IN CONTRACTOR'S SAFETY MEASURES, IN, OR NEAR THE CONSTRUCTION SITE. GRATED INLET WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF CRAFTON TULL 'NC. Y A. CONTRACTOR SHALL NOT CAUSE ANY INCONVENIENCE TO THE PUBLIC, ADJACENT PROPERTY OWNERS, PCESIRIANS, DROP RAET, GRATED INLET WOOD FENCE ETC. DURING THE CONSTRUCTION OF THIS PROJECT. THE CONTRACTOR SHALL NOT DISRUPT ACCESS hO ADJACENT OR JUNCTION BOX (SPECIFY OWNERSHIP OF DOCUMENTS PROPERTIES AT ANY TIME DURING CONSTRUCTION. THIS DOCUMENT, AND THE IDEAS AND DESIGNS 5. THE CONTRACTOR SHALL CONTACT THE ENGINEER FOR CLARIFICATION IF A DISCREPANCY OR INCONSISTENCY IS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICES. IS THE PROPERTY of GRAFTON, IDENTIFIED ON THE PLANS AND/OR SPECIFICATIONS. TULL ASSOCIATES. INC., AND IS NOT TO LE OR PART, FOR ANY OTHER B OCT WITH USED,dIN ORR.E 6. ATION OF ALL REQUIRED/NECESSARY SH CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND IMPLEMENTATION FETING, OUT THE WRITTEN AUTHORIZATION OF CRAFTON, TULL t� SHORING, AND SPECIAL EXCAVAT-ON MEASURES REQUIRED ON THE PROJECT TO MEET OSHA, FEDERAL, STATE AND 8 ASSOCIATES. INC. 7. LOCAL REGULATIONS. 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 NOTIFICATION OF LIMITED SERVICES HEREBY NOTIFIES ALL PARTIES INVOLVED THAT CTA ASSUMES NO RESPONSIBILITY FOR THE INTERPRETATION, CRAFTON, TULL & ASSOCIATES, INC., (CTA) HAS NOT BEEN RETAINED BY THE OWNER FOR CONSTRUCTION NOT COORDINATION AND ADMINISTRATION OF THESE DOCUMENTS AND/OR DEVIATIONS THEREFORE AND THE EFFECTS ADMINISTRATION OR OBSERVATION SERVICES ON ALL OR A PORTION OF THE WORK INDICATED ON THESE DRAWINGS THOSE CHANGES MAY HAVE ON rNY AND ALL RELATED TRADES OR CONSTRUCTION SEQUENCES, OR OPERATION OF THE COMPLETED PROJECT, EXCEP-:- AS SPECIFICALLY REQUIRED IN THE CTSAS SERVICE AGREEMENT WITH THE THEREFORE, THE CTA HEREBY NOTIFIES ALL PARTIES INVOLVED THAT THE CTA ASSUMES NO RESPONSIBILITY FOR OWNER. THE INTERPRETATION, COORDINATION AND ADMINISTRATION D 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 CIA's SERVICES AGREEMENT WITH THE OWNER. — BUILDING SET BACK �- RIGHT OF WAY PROPERTY LINE ROAD CENTERLINE SITE NOTES 1. T'HE DESIGN, INSPECTION, AND CERTIFICATION OF ANY RETAINING WALL SHOWN OR REFERENCED HEREIN, INCLUDING BUT NOT LIMITED TO, SEGMENTAL RETAINING WALLS, MASS GRAVITY WALLS, GABION WAU_S, CTC.,GREATER THAN FORTY—EIGHT INCHES IN HEIGHT, SHALL BE BY =^S. ANY RETAINING WALL DATA SHOWN OR REFERENCED HEREIN w`. -IRLi 8F FOR COORDINATION OF THE WALL LOCATION AND FLEVATIONS ONLY. 2 AS WORK AND MATERIALS SHALL COMPLY WITH ALL CJT/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 DIIMENC• ONS AND EXACT UTILITY ENTRANCE LOCATIONS. 4. ALL DIMENSIONS AND RADII ARE TO BACK OF CURB UNLESS OTHERWISE CTE 5. A_+ W-DRK SHALL BE DONE IN STRICT ACCORDANCE WITH THE PROJECT SPt-1,-.ATIONS. 6. .ALT CURB/SIDEWALK/HANDICAP RAMP DESIGNS SHALL CONFORM TO ACA STANDARDS OR LOCAL RESTRICTIVE CODES, WHICHEVER IS MORE RESNIC?VE. 7. CONT ACTOR 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/UR MATERIAL TO ENSURE EASY AND SAFE PEDESTRIAN AND ''v EH ICULAR TRAFFIC TO AND FROM THE SITE. -sz-LV-� / r le I 10825 Financial Center Parkway, Suite 3^;) Little Rock, Arkansas 7221'. Crafton Tull e, engineering I surveying 501.664.3245t 501.6646704f vvww.crofton tull.c om CRAFTON TULL CELEBRATING 50 YEARS BIG ROCK MINIATURE GOLF LITTLE ROCK, ARKANSAS Key Pla,: No. Description -- Date This document, and the Ideas and designs incorporated her, as an instrument of professional service, is the property of Crafton, Tull & Associates, Inc., and Is not to ne used, in who or in part, for any other project, without the written authorization of Crafton, Tull & Associates, Inc. SS gUCT IOtq PRaEcrNO- 13804000 �"o�- ISSUE DAT F 08/26/13 `sTHIS ° DOCUMENT IS CONTACT: B.PETERSON CHECKEDSY: 2 PRELIMINARY IN NATURE AND IS NO* PRELIMINARY w AFINAL,SIGNED AAND SEALED PLANS �, DOCUMENT 20'13 Crafton, Tun b As.oe etez, Inc. ti Nolio b15 SITE PLAN C - 10 1 ��LEGEND(EXISTING) 0 a�ts4�1!t4 .iG4Y LINEWORK ° FOUND )RON PIN ------------------- EASEMENT I LIGHT POLE CURB tq POWER POLE CURB M TELEPHONE PEDESTAL INTERMEDIATE CONTOUR INTERMEDIATE CONTOUR ISI TV PEDESTAL O MANHOLE INDEX CONTOUR o SANITARY SEWER CLEANOUT T ,N GAS METER SANITARY SEWER LINE D4 GAS VALVE GAS LINE rt~ I----- - STORM SEWER PIPE rt c DOWN GUY WATER LINE (SPECIFY SIZE & TYPE) DQ WATER VALVE --- e— - ;}- FIRE HYDRANT ASSEMBLY UNDERGROUND TELEPHONE 4_;O1 AIR RELEASE VALVE UNDERGROUND ELECTRIC A FIRE DEPARTMENT CONNECTION __ T O WATER METER OVERHEAD ELECTRIC ® SPRINKLER HEAD -- - - a ELECTRIC PEDESTAL UNDERGROUND TELEVISION 0 BACK FLOW PREVENTER OVERHEAD TELEVISION GRATED INLET „ Y DROP INLET CHAIN LINK FENCE DROP RAET, GRATED INLET WOOD FENCE .. -.,..� OR JUNCTION BOX (SPECIFY -,._.. BARBED WIRE FENCE TREE -- FIBER OPTIC RIGHT OF WAY TREE TO BE REMOVED -- t� ROAD CENTERLINE BUILDING SET BACK �- RIGHT OF WAY PROPERTY LINE ROAD CENTERLINE SITE NOTES 1. T'HE DESIGN, INSPECTION, AND CERTIFICATION OF ANY RETAINING WALL SHOWN OR REFERENCED HEREIN, INCLUDING BUT NOT LIMITED TO, SEGMENTAL RETAINING WALLS, MASS GRAVITY WALLS, GABION WAU_S, CTC.,GREATER THAN FORTY—EIGHT INCHES IN HEIGHT, SHALL BE BY =^S. ANY RETAINING WALL DATA SHOWN OR REFERENCED HEREIN w`. -IRLi 8F FOR COORDINATION OF THE WALL LOCATION AND FLEVATIONS ONLY. 2 AS WORK AND MATERIALS SHALL COMPLY WITH ALL CJT/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 DIIMENC• ONS AND EXACT UTILITY ENTRANCE LOCATIONS. 4. ALL DIMENSIONS AND RADII ARE TO BACK OF CURB UNLESS OTHERWISE CTE 5. A_+ W-DRK SHALL BE DONE IN STRICT ACCORDANCE WITH THE PROJECT SPt-1,-.ATIONS. 6. .ALT CURB/SIDEWALK/HANDICAP RAMP DESIGNS SHALL CONFORM TO ACA STANDARDS OR LOCAL RESTRICTIVE CODES, WHICHEVER IS MORE RESNIC?VE. 7. CONT ACTOR 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/UR MATERIAL TO ENSURE EASY AND SAFE PEDESTRIAN AND ''v EH ICULAR TRAFFIC TO AND FROM THE SITE. -sz-LV-� / r le I 10825 Financial Center Parkway, Suite 3^;) Little Rock, Arkansas 7221'. Crafton Tull e, engineering I surveying 501.664.3245t 501.6646704f vvww.crofton tull.c om CRAFTON TULL CELEBRATING 50 YEARS BIG ROCK MINIATURE GOLF LITTLE ROCK, ARKANSAS Key Pla,: No. Description -- Date This document, and the Ideas and designs incorporated her, as an instrument of professional service, is the property of Crafton, Tull & Associates, Inc., and Is not to ne used, in who or in part, for any other project, without the written authorization of Crafton, Tull & Associates, Inc. SS gUCT IOtq PRaEcrNO- 13804000 �"o�- ISSUE DAT F 08/26/13 `sTHIS ° DOCUMENT IS CONTACT: B.PETERSON CHECKEDSY: 2 PRELIMINARY IN NATURE AND IS NO* PRELIMINARY w AFINAL,SIGNED AAND SEALED PLANS �, DOCUMENT 20'13 Crafton, Tun b As.oe etez, Inc. ti Nolio b15 SITE PLAN C - 10 1 ce LEGEND (PROPOSED) 0 SYMBOLS SET IRON PIN LINEWORK -------------------------- EASEMENT LIGHT POLE k POWER POLE CURB PEDESTAL 1205IIITELEPHONE S TV PEDESTAL INTERMEDIATE CONTOUR 1205 Q MANHOLE INDEX CONTOUR o SANITARY SEWER CLEANOUT _ • GAS METER SANITARY SEWER LINE 8'f GAS VALVE q=sem STORM SEVER PIPE GAS LINE ;IT�1 j STRUCTURE NUMBER WATER LINE WATER VALVE 4_;O1 FIRE HYDRANT ASSEMBLY UNDERGROUND TELEPHONE wN AIR RELEASE VALVE s - A FIRE DEPARTMENT CONNECTION UNDERGROUND ELECTRIC 0 WATER METER s— r OVERHEAD ELECTRIC 0 BACK FLOW PREVENTER - - REDUCER FIBER OPTIC Y PLUG VALVE DROP RAET, GRATED INLET UNDERGROUND TELEVISION Rl OR JUNCTION BOX (SPECIFY - ON PLAN SHEET OVERHEAD TELEVISION CHAIN LINK FENCE WOOD FENCE BUILDING SET BACK �- RIGHT OF WAY PROPERTY LINE ROAD CENTERLINE SITE NOTES 1. T'HE DESIGN, INSPECTION, AND CERTIFICATION OF ANY RETAINING WALL SHOWN OR REFERENCED HEREIN, INCLUDING BUT NOT LIMITED TO, SEGMENTAL RETAINING WALLS, MASS GRAVITY WALLS, GABION WAU_S, CTC.,GREATER THAN FORTY—EIGHT INCHES IN HEIGHT, SHALL BE BY =^S. ANY RETAINING WALL DATA SHOWN OR REFERENCED HEREIN w`. -IRLi 8F FOR COORDINATION OF THE WALL LOCATION AND FLEVATIONS ONLY. 2 AS WORK AND MATERIALS SHALL COMPLY WITH ALL CJT/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 DIIMENC• ONS AND EXACT UTILITY ENTRANCE LOCATIONS. 4. ALL DIMENSIONS AND RADII ARE TO BACK OF CURB UNLESS OTHERWISE CTE 5. A_+ W-DRK SHALL BE DONE IN STRICT ACCORDANCE WITH THE PROJECT SPt-1,-.ATIONS. 6. .ALT CURB/SIDEWALK/HANDICAP RAMP DESIGNS SHALL CONFORM TO ACA STANDARDS OR LOCAL RESTRICTIVE CODES, WHICHEVER IS MORE RESNIC?VE. 7. CONT ACTOR 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/UR MATERIAL TO ENSURE EASY AND SAFE PEDESTRIAN AND ''v EH ICULAR TRAFFIC TO AND FROM THE SITE. -sz-LV-� / r le I 10825 Financial Center Parkway, Suite 3^;) Little Rock, Arkansas 7221'. Crafton Tull e, engineering I surveying 501.664.3245t 501.6646704f vvww.crofton tull.c om CRAFTON TULL CELEBRATING 50 YEARS BIG ROCK MINIATURE GOLF LITTLE ROCK, ARKANSAS Key Pla,: No. Description -- Date This document, and the Ideas and designs incorporated her, as an instrument of professional service, is the property of Crafton, Tull & Associates, Inc., and Is not to ne used, in who or in part, for any other project, without the written authorization of Crafton, Tull & Associates, Inc. SS gUCT IOtq PRaEcrNO- 13804000 �"o�- ISSUE DAT F 08/26/13 `sTHIS ° DOCUMENT IS CONTACT: B.PETERSON CHECKEDSY: 2 PRELIMINARY IN NATURE AND IS NO* PRELIMINARY w AFINAL,SIGNED AAND SEALED PLANS �, DOCUMENT 20'13 Crafton, Tun b As.oe etez, Inc. ti Nolio b15 SITE PLAN C - 10 1