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Home My WebLink AboutZ-4470-J Map 4( 8'x11' TRANSFORMER — \ PAD i NEW RETAINING WALL i i i r 7, T 40' `BLDG SETBACK 7 4" DASHED YELLOW LINES Co SCREENED DUMPSTER ON CONCRETE PAD a • i rn S190 46' 21"W T M.H./Cu b Inlet -! =474.5V DUMPSTER ENCLOSURE =47 4 DUMPSTER SERVICES HOURS BE LIMITED TO 7 AM TO 6 PM MONDAY ( THROUGH FRIDAYAL i DO NOT ENTER' _ SIGNS \1 1\ \\ l \1 11 0 \\; NEW CU B AND \\ GUTTER \� \ iS 74. — — \\ O 10) 1 \ R5 66 1 ` yam----UCT — ��I'L"'9—� Un--- HDPE ----1\ L �4" --- 1 GENERAL NOTES E NEW CURB AND 40' GUTTER C12 NEW PROPERTY LINE HEAVY DUTY ASPHALT I C RIO' C 4" WHITE R5 STRIPE (TYP) 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 ONLY FOR COORDINATION OF THE WALL LOCATION AND ELEVATIONS. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE DRAWINGS IS BASED ON A SEARCH OF THE AVAILABLE RECORDS, TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE DRAWINGS. GRAFTON TULL ASSUMES NO RESPONSIBILITY REGARDING THE ACCURACY OF THE DEPICTED LOCATION(S) OF THE UNDERGROUND FACILITIES ON THESE DRAWINGS. CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ANY OTHER FACILITIES NOT SHOWN ON THESE DRAWINGS. CONTRACTOR SHALL VERIFY LOCATION OF ALL FACILITIES BEFORE BEGINNING WORK. 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. 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 WITHOUT THE WRITTEN AUTHORIZATION OF CRAFTON, TULL & ASSOCIATES, INC. CONTRACTOR SHALL NOT CAUSE ANY LONG-TERM INCONVENIENCE TO THE PUBLIC, ADJACENT PROPERTY OWNERS, PEDESTRIANS, ETC. DURING CONSTRUCTION OF THIS PROJECT. CONTRACTOR SHALL PROVIDE ACCESS TO ALL ADJACENT PROPERTIES AT ALL TIMES DURING CONSTRUCTION. CONTRACTOR SHALL CONTACT THE ENGINEER/ARCHITECT FOR CLARIFICATION IF A DISCREPANCY OR INCONSISTENCY IS IDENTIFIED IN THE PLANS OR SPECIFICATIONS. CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND IMPLEMENTATION OF ALL SHEETING, SHORING, AND SPECIAL EXCAVATION MEASURES REQUIRED ON THE PROJECT WHICH ARE NECESSARY TO CONFORM TO OSHA, FEDERAL, STATE AND LOCAL REGULATIONS. CRAFTON TULL & ASSOCIATES, INC. (CTA) HAS NOT BEEN RETAINED BY THE OWNER FOR CONSTRUCTION ADMINISTRATION OR OBSERVATION SERVICES FOR THE WORK INDICATED ON THESE DRAWINGS. THEREFORE, CTA HEREBY NOTIFIES ALL PARTIES INVOLVED THAT CRAFTON, TULL & ASSOCIATES, INC. ASSUMES NO RESPONSIBILITY FOR THE INTERPRETATION, COORDINATION, OR ADMINISTRATION OF THESE DOCUMENTS AND/OR DEVIATIONS THEREOF. FURTHERMORE, CRAFTON, TULL & ASSOCIATES, INC. WILL NOT BE RESPONSIBLE FOR ANY EFFECTS THAT ANY CHANGES TO THESE DOCUMENTS MAY HAVE ON ANY RELATED TRADES, CONSTRUCTION SEQUENCES, OR OPERATION OF THE COMPLETED PROJECT EXCEPT AS SPECIFICALLY NOTED IN THE AGREEMENT BETWEEN CRAFTON, TULL & ASSOCIATES AND THE OWNER. 9' EXISTING 8" WATER LINE 6' 'PS, HEAVY DUTY ASPHALT 5 12m 11 9 O' \ \ 1 \ \ 1 1 CROSSWALKL� \ C, ACCESSIBLE STRIPING ISLAND (TYP.) ACCESSIBLE PARKING (TYP.) 11 MONUMENT UNDERGROUND DETENTION PIPES COS TE NCTIS 1. THE DESIGN, INFECTION, AND CERTIFICATION OF ANY RETAINING WALL SHOWN OR REFERENCED HEEIN, INCLUDING BUT NOT LIMITED TO, SEGMENTAL RETAINING WALLS, MASS GRAVITY WALLS,GABION WALLS, ETC., GREATER THAN FORTY-EIGHT INCHES IN HEIGHT, SHALL BE BY O'HERS. ANY RETAINING WALL DATA SHOWN OR REFERENCED HEREIN SHALL BE FOR COORDIBATION OF THE WALL LOCATION AND ELEVATIONS ONLY. 2. ALL WORK AND IATERIALS SHALL COMPLY WITH ALL CITY/COUNTY/STATE/FEDERAL REGULATIONS AN) CODES AND OSHA STANDARDS. 3. CONTRACTOR SALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OFVESTIBULES, SLOPE PAVING, SIDEWALKS, EXIT PORCHES, TRUCK DOCKS, PRECISE BUILDIIG DIMENSIONS AND EXACT UTILITY ENTRANCE LOCATIONS. 4. ALL DIMENSIONS AND RADII ARE TO BACK OF CURB UNLESS OTHERWISE NOTED. 5. ALL WORK SHALI BE DONE IN STRICT ACCORDANCE WITH THE PROJECT SPECIFICATIONS. 6. ALL CURB/SIDE"/HANDICAP RAMP DESIGNS SHALL CONFORM TO ADA STANDARDS OR LOCAL RESTRICIVE CODES, WHICHEVER IS MORE RESTRICTIVE. 7. CONTRACTOR %N1 ENSURE ALL NECESSARY PERMITS ARE OBTAINED PRIOR TO CONSTRUCTION TART. 8. CONTRACTOR SFM_L MATCH PROPOSED CURB AND GUTTER, CONCRETE, AND PAVEMENT TO EXISTING IN GR1DE AND ALIGNMENT. 9. CONTRACTOR SMLL MAINTAIN ALL EXISTING PARKING, SIDEWALKS, DRIVES, ETC. CLEAR AND FREE ROMANY CONSTRUCTION ACTIVITY AND/OR MATERIAL TO ENSURE EASY AND SAFE PEDESTRIN AND VEHICULAR TRAFFIC TO AND FROM THE SITE. RETAINING WALL DESIGN, INSPECTION, AND CERTIFICATION BY OTHERS THE DESIGN, INSECTION, AND CERTIFICATION OF ANY RETAINING WALL SHOWN OR REFERENCED HEREIN, INCLUDII•S BUT NOT LIMITED TO, SEGMENTAL RETAINING WALLS, MASS GRAVITY WALLS, GABION WALLS, EL., GREATER THAN FORTY-EIGHT INCHES IN HEIGHT, SHALL BE BY OTHERS. ANY RETAINING WALL IATA SHOWN OR REFERENCED HEREIN SHALL BE FOR COORDINATION OF THE WALL LOCATION AND ELNATIONS ONLY. THE OWNER/CONTfACTOR SHALL BE SOLELY RESPONSIBLE FOR OBTAINING AND PROVIDING SEPARATE AND INDEPENDENT RETAINING WALL DESIGNS, INSPECTIONS, AND CERTIFICATIONS BY A REGISTERED PROFESSIONAL ENIINEER OTHER THAN GRAFTON TULL THIS SHALL ALSO APPLY TO ANY ASSOCIATED AND NECESSARY MILIC SAFETY DEVICES INCLUDING, BUT NOT LIMITED TO, PEDESTRIAN SAFETY RAILS. SIDEWALK RAMP (TYP.) \° \ MATCH EXISTING \ ASPHALT \ i 'ONE WAY' SIGNS \ NEW CONCRETE SIDEWALK MATCH EXISTIP CURB AND 1 GUTTER V\ 36 dde of Asphalt 1` 0. SITE INFO BUILDING INFO: jQliW. 1 STORY C-2 7,828 SF 1 -ST SIM AREA. 41,186 SQUARE FEET 0.95 ACRES OPEN SPACE IMPERVIOUS AREA: 33,255.7 SQUARE FEET IMPERVIOUS PERCENT: 80.72% PERVIOUS AREA: 7,944.9 SQUARE FEET PERVIOUS PERCENT: 19.28% BUILDING COVERAGE AREA: 7,828 SQUARE FEET PERCENT: 19.3% EARKnQ STANDARD SPACES: 46 SPACES ACCESSIBLE SPACES: 2 SPACES TOTAL SPACES: 48 SPACES L o w v� nCo ro S SIDEWALK RAMP (TYPJ NEW CURB AND c GUTTER rf MATCH EXISTING ; ) ASPHALT ;I CROSSWALK1'r —w� STOP' SIGN I MATCH EXISTIN CURB AND 1 GUTTER _ w'G NEW CONCRETE SIDEWALK MATCH ExISTING SIDEWALK GRAPHIC SCALE IN FEET 20' 0 20' `W- NTS ,,., , , ,.,x V J BASIS OF BEARING: GRID NORTH, ARKANSAS STATE PLANE COORDINATE SYSTEM, NORTH ZONE (0301) DETERMINED BY GPS OBSERVATIONS. APPROXIMATE CONVERGENCE ANGLES IS, -00015'21.54783". DISTANCES ARE STATE PLANE GRID DISTANCES. COMBINED AS ADJUSTMENT FACTOR=1.000039347. ROAD CENTERLINE 10825 Financial Centre Parkway, Suite 300 Little Rock, Arkansas 72211 Crafton Tull 0 engineering I surveying 501.664.3245 t 501.664.6704 f www.craftontull.com CTA PROJECT # 15806602,,,." OF AUTyC CRAFTON, TULL & _,... ASSOCIATES, INC.➢, y No. 109 O< q�rANSAS EN1SNE�,0. Arkansas One Call Know What's below. Call before you dig. AUG 16 2011 HY . LEGEND (EXISTING SYMBOLS) SYMBOLS o FOUND IRON PIN LINEWORK — EASEMENT WNW N Z LIGHT POLE -------------- --------------- 'S1 POWER POLE CURB ED TELEPHONE PEDESTAL -- - - -- -- --- ---- - m TV PEDESTAL INTERMEDIATE CONTOUR O MANHOLE INDEX CONTOUR 0 SANITARY SEWER CLEANOUT � am --ss--�_--u-- SS---� In, GAS METER SANITARY SEWER LINE D4 GAS VALVE ---°---`---`---0--°---` GAS LINE STORM SEWER PIPE Ir W O0U _ —w---w---w---w---w— DOWN GUY WATER LINE (SPECIFY SIZE & TYPE) D4 WATER VALVE --UCT--- -- UCT — —ucT FIRE HYDRANT ASSEMBLY UNDERGROUND TELEPHONE C87 AIR RELEASE VALVE --ua—�$--UOE--T---UcE—�, UNDERGROUND ELECTRIC 6 FIRE DEPARTMENT CONNECTION -- OHE—j�-- O WATER METER OVERHEAD ELECTRIC ® SPRINKLER HEAD --Ucrv---Ucrv----ucry---ucry m ELECTRIC PEDESTAL UNDERGROUND TELEVISION oxry---aHry —oHry —am > OVERHEAD TELEVISION WWI GRATED INLET,j I� ccJ CHAIN LINK FENCE O^^ DROP INLET W W = U rnN 3:.N_ W000 FENCEy ,FY ' ^^ I..L BARBED WIRE FENCE ` TREE E"—„ FIBER OPTIC RIGHT OF WAY CeN TREE TO BE REMOVED - - - - ROAD CENTERLINE LEGEND (CONSTRUCT) SYMBOLS LINEWORK • SET IRON PIN --- —-------- EASEMENT B}E LIGHT POLE POWER POLE CURB ■ TELEPHONE PEDESTAL 1 21 TV PEDESTAL INTERMEDIATE CONTOUR Q MANHOLE 1.205 INDEX CONTOUR O SANITARY SEWER CLEANOUT q • GAS METER SANITARY SEWER LINE 104 GAS VALVE o 0 O STORM SEWER PIPE GAS LINE (� STRUCTURE NUMBER • WATER LINE ►1 WATER VALVE FIRE HYDRANT ASSEMBLY UNDERGROUND TELEPHONE IN AIR RELEASE VALVE 1+, FIRE DEPARTMENT CONNECTION UNDERGROUND ELECTRIC • WATER METER I OVERHEAD ELECTRIC B BACK FLOW PREVENTER • REDUCER FIBER OPTIC RECTANGULAR DROP INLET, FRI GRATED INLET OR JUNCTION UNDERGROUND TELEVISION BOX (SPECIFY ON PLAN SHEET) --•+TT---oHrv----aHrv---a'^' OVERHEAD TELEVISION CIRCULAR DROP INLET, GRATED INLET OR JUNCTION CHAIN LINK FENCE BOX (SPECIFY ON PLAN SHEET) •�— WOOD FENCE OCONCRETE SIDEWALK BARBED WIRE'FENCE DHEAVY DUTY ASPHALT BUILDING SET BACK -- — CONCRETE PAVEMENT RIGHT OF WAY `W- NTS ,,., , , ,.,x V J BASIS OF BEARING: GRID NORTH, ARKANSAS STATE PLANE COORDINATE SYSTEM, NORTH ZONE (0301) DETERMINED BY GPS OBSERVATIONS. APPROXIMATE CONVERGENCE ANGLES IS, -00015'21.54783". DISTANCES ARE STATE PLANE GRID DISTANCES. COMBINED AS ADJUSTMENT FACTOR=1.000039347. ROAD CENTERLINE 10825 Financial Centre Parkway, Suite 300 Little Rock, Arkansas 72211 Crafton Tull 0 engineering I surveying 501.664.3245 t 501.664.6704 f www.craftontull.com CTA PROJECT # 15806602,,,." OF AUTyC CRAFTON, TULL & _,... ASSOCIATES, INC.➢, y No. 109 O< q�rANSAS EN1SNE�,0. Arkansas One Call Know What's below. Call before you dig. AUG 16 2011 HY . W Cz Cz W Cz C CzY U � U O J CZ > Y c15 C N U O O /� ♦ N W `O r 0 ARKAMAS REGISTERED PROFESSIONAL ENGINEER * * * C _ No. 13217 _c0, 1. CITY COMMENTS REVISIONS 1 DATE SITE PLAN 07/31/17 1587 DATE JOB NO. C-101 11 SHEET OF Z 0 V WNW N Z Z/5 FD Q W n 0 � am Ir W O0U CC w Yz} z Fo > W On I� ccJ O^^ W W W = U rnN 3:.N_ Cc a- ^^ I..L IY Q n c- o S W Cz Cz W Cz C CzY U � U O J CZ > Y c15 C N U O O /� ♦ N W `O r 0 ARKAMAS REGISTERED PROFESSIONAL ENGINEER * * * C _ No. 13217 _c0, 1. CITY COMMENTS REVISIONS 1 DATE SITE PLAN 07/31/17 1587 DATE JOB NO. C-101 11 SHEET OF