Loading...
HomeMy WebLinkAboutZ-7270 Map 8o. d� 10 Dt�°Dv tL9 c ROg�po9 R �9 SITE F -1I Vicinity Map Not to Scale U U 1A1. ,, (Z) NO. 3 REBAR CONTINUOUS m'.. g nom, wrvL.r<e I c S PAPAVING DETAILS VEMENT SECTIONS, FOR w7 lw ,.81 SUBGRADE AND COMPACTION REQUIREMENTS. TYPE "A" CONCRETE CURB AND GUTTER r1 N.T.S. Y w U (U w (2) NO. 3 REBAR CONTINUOUS P.C. CONCRETE SEE PAVING DETAILS FOR PAVEMENT SECTIONS, SUBBASE, SUBGRADE AND COMPACTION REQUIREMENTS. TYPE "B" INTEGRAL CURB AND GUTTER rel N.T.S. M �m TACK EXISTING PAVEMENT U U WILL PAVEMENT. O O CURB RAMP (TYPICAL), REF: SD4ID5 FOR 2- MIN. DEPTH OF NEW TRASH ENCLOSURE, REF: SD3.01 AOC. MATERIAL OVERLAY m � BOLLARD, REF: SD220 Q GREASE TRAP PER L.R. WASTE WATER UTILITY DETAIL ® 4" SANITARY SEWER LINE 1' P.C. CONCRETE PAVING i0 G- SEE PAINING DETAILS FOR UNDERGROUND ELECTRIC LINE 12 PAVEMENT SECTIONS, SUBBASE, I3 4" PVC PIPE SLEEVE UNDER DRIVE FOR IRRIGATION SYSTEM SU13GRADE AND COMPACTION 3500 P.S.L 15 REQUIREMENTS. P.C. CONCRETE NOT USED 11 CONCRETE PAYING (SEE PAVING PLAN, SHEET C-5) IS 1" THICK, CONCRETE PAVING (SEE SHEET C-5) 1/2- EXPANSION JOINT TYPE "F" CURB (TEMPORARY) N.T.S. 2'-0' Y ASPHALT OVERLAY z' M6i. 2' MIN.— .... ... 3/4" x 1S" LG. SMOOTH DOWELS ,m 12"o c. V4" x 1 1/2" DEEP SAWGUT JOINT PERPINDICULAR T BACKED W/ 3/8"- FOAM ROD 4 TRAFFIC FLOW FILLED W/ SEALANT ($ONOLASTIC 5R-1) 03'e a 24"o.0. LUBRICATE THIS END EACH WAY MID -HT. IN SLAB t{O'dX3 „T/I I aG e a MIN. 6" GRANULAR SUBGRADE SUBGRADE PER SOILS REPORT TYP. CONTROL JOINT THRU RIGID PAVING NOT TO SCALE LOCATE CONT]WI- JOINTS MvtvOLASTIG S QRt JOMTP R ALD - HOLD DOWN 1/2" OR USE ZIP STRIP 05'EA 44 WAY . ADDITIONAL 04 x 24" LG. EACH WAY TIE BARS o 48"o,e. MID -Ht. IN SLAB PARALLEL TO TRAFFIC FLOW ASPHALT OVERLAY N.T.S. REPORT HEAVY DUTY ASPHALT PAVING c� vz co'. TOP = 27.1..70' FL IN SE 8" PVC = 262.80' FL OUT NW 8" PVC = 262.72' O"\ X 10252.7282 E 10073 3763 NOTE: SEE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF PORCHES, RAMPS, VESTIBULE, BUILDING UTILITY ENTRANCE LOCATIONS, AND PRECISE BUILDING DIMENSIONS. NOTE: ONSITE AREA PROPOSED APPROXIMATELY 1.598 ACRES. (69,619.18 5Q FT.) MIN. 6" GRANULAR SUBGRADEJ �--SUBGRADE PER SOILS REPOR7Z, 4 TYP. CONSTRUCTION JOINT THRU RIGID PAVING NOT TO SCALE SLOPE 1/4" PER FOOT 4" AGGREGATE BASE COURSE SUBGRADE F'ER SOILS REI SIDEWALK I PARKING TOOL EDGE SEALANT(SONOLASTIC SR -1) 30 LB FELT -HOLD DOWN 77777 In" OR USE ZIP STRIP MIN. 6" GRANULAR SUE TYP. EXPANSION JOINT Nor TO SCALE Uz to .yi�. a. �:..- 84 AA ' ':'......*�_y� w4 PER SOILS REPORT pAh'KIT7G 1" 4)000 pel CONCRI r e MIN, Co" GRANULAR SUBGRADE —X SUBGRADE PER SOILS REPO DUMPSTER CONCRETE PAVING 79A N 0 20' 30' 40 SCALE IN FEET PAVING DETAILS - — — — — — — — — - CONTROL JOINT -- - ---- CONSTRUCTION JOINT HEAVY DUTY CONCRETE PAVING HEAVY DUTY ASPHALT PAVING a 79A - DUMPSTER AREA HEAVY DUTY CONCRETE PAVING ❑N - 2" ASPHALT OVERLAY PAYING NOTES - ALL MATERIALS AMC) CONSTRUCTION PROCEDURES FOR CONCRETE PAVEMENT SHALL BE IN ACCORDANCE WITH THE ARKANSAS STATE HIGHWAY COMMISSION STANDAR SPECIFICATION$, SECTION 501. - CRUSHED STONE BASE SHALL BE COMPACTED TO A MINIMUM OF 95!P. OF MAXIMUM MODIFIED PROCTOR DENSITY (ASTM D- 1551) AT A WATER CONTENT NEAR THE OPTIMUM VALUE. - ALL ASPHALTIC PAVING SHALL COMPLY WITH AHTO TYPE 2OR3. - CONTRACTOR HAS THE OPTION TO USE TYPE "F" CURBING ON ANY PORTIONS OF THE PARKING LOT NOT USING GUTTER FOR SUR- FACE DRAINAGE, VERIFY WITH SONIC CONSTRUCTION MANAGER BEFORE USING TYPE "F" CURBING ON ANY PORTION OF THE PARKING LOT OR DRIVE AISLES. - EXPANSION JOINTS $HALL ONLY BE PROVIDED WHERE PAVE- MENT ABUTS FIXED OBJECTS, SUCH AS BUILDING AND LIGHT POLES. - ALL PORTLAND CEMENT CONCRETE SHALL GAVE A MINIMUM 2S DAY COMPRESSIVE STRENGTH OF 3000 PSI. - CONTRACTOR $HALL OBTAIN 'GEOTECHNICAL ENGINEERING SER- VICES REPORT' PREPARED BY PROFESSIONAL. SERVICE INDUST- RIES, INC., PSI FILE NO. 861-25118 (FOR REFERENCE ONLY) - ALL SUBGRADE SOIL PREPERATION SHALL BE IN AC- CORDANCE WITH 'GEOTECHNICAL ENGINEERING SERVICE$ REPORT,' PREPARED BY PSI (PROJECT +861-2511S), FOR REFERENCE ONLY- SITE PREPARATION INITIALLY, ALL VEGETATION, ROOTS, TOPSOIL, OLD FOUNDATIONS AND FLOOR SLABS, AND ANY SOFT SOILS IN THE CONSTRUCTION AREA $HALL BE REMOVED FROM THE AREAS PROPOSED FOR CONSTRUCTION. SINCE THE SITE HAS BEEN DEVELOPED, SOME ZONES OF RUBBLE OR OTHER UNSUITABLE MATERIALS MAY HAVE BEEN BURIED DURING EARLIER CONSTRUCTION. SHOULD ANY SUCH MATERIALS BE ENCOUNTERED, THEY SHALL ALSO BE REMOVED. THE DEPTH OF REMOVAL SHALL BE DETERMINED BY A REPRESENTATIVE OF THE GEOTECHNICAL ENGINEER OR CONSTRUCTION MANAGER AT THE TIME OF CONSTRUCTION. EXISTING UTILITIES SHALL BE LOCATED AND REROUTED AS NECESSARY AND ANY PIPES OR UTILITY CONDUITS SHALL BE REMOVED. UTILITY TRENCH EXCAVATIONS MUST BE CUT TO COMPETENT BEARING SOIL SUITABLE FOR SUPPORT OF FILL PLACEMENT AND THEN BACKFILLED WITH PROPERLY COMPACTED FILL THAT 16 CONSTRICTED A$ OUTLINED IN SECTION 43 OF THE GEOTECHNICAL REPORT PREPARED BY P.S.I. (JOB NUMBER 9@999 GENERAL NOTES: 1, ALL DIMENSIONS AT CURBS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 2. PROPOSED UTILITIES ARE SHOWN IN SCHEMATIC ONLY, EXACT LOCATIONS SHALL BE DETERMINED TO ALLOW FOR THE MOST ECONOMICAL AND PRACTICAL INSTALLATION. 3. THE CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES TO DETERMINE EXACT POINT OF SERVICE CONNECTION AT EXISTING UTILITY. REFER TO THE BUILDING ELECTRICAL AND PLUMBING DRAWINGS FOR UTILITY SERVICE ENTRANCE LOCATIONS, SIZES AND CIRCUITING. 4. LOCATIONS OF PYLON / MONUMENT SIGNS AND ENTER / EXIT SIGNS ARE NOT EXACT. THE CONTRACTOR SHALL VERIFY EXACT LOCATIONS WITH OWNER / CONSTRUCTION MANAGER 5. ALL LANDSCAPE AREAS SHALL BE ROUGH GRADED TO 6" BELOW TOP OF ALL WALKS AND CURBS. TOP SOIL TO BE ADDED TO THE LEVEL OF THE WALKS OR CURBS. 51TE FLAN KEYNOTES TACK EXISTING PAVEMENT 0.05 OR EDGE OF EXISTING WILL PAVEMENT. GUTTER FEATHER PINING TO PROVIDE CURB RAMP (TYPICAL), REF: SD4ID5 FOR 2- MIN. DEPTH OF NEW TRASH ENCLOSURE, REF: SD3.01 AOC. MATERIAL OVERLAY 3/4" x 1S" LG. SMOOTH DOWELS ,m 12"o c. V4" x 1 1/2" DEEP SAWGUT JOINT PERPINDICULAR T BACKED W/ 3/8"- FOAM ROD 4 TRAFFIC FLOW FILLED W/ SEALANT ($ONOLASTIC 5R-1) 03'e a 24"o.0. LUBRICATE THIS END EACH WAY MID -HT. IN SLAB t{O'dX3 „T/I I aG e a MIN. 6" GRANULAR SUBGRADE SUBGRADE PER SOILS REPORT TYP. CONTROL JOINT THRU RIGID PAVING NOT TO SCALE LOCATE CONT]WI- JOINTS MvtvOLASTIG S QRt JOMTP R ALD - HOLD DOWN 1/2" OR USE ZIP STRIP 05'EA 44 WAY . ADDITIONAL 04 x 24" LG. EACH WAY TIE BARS o 48"o,e. MID -Ht. IN SLAB PARALLEL TO TRAFFIC FLOW ASPHALT OVERLAY N.T.S. REPORT HEAVY DUTY ASPHALT PAVING c� vz co'. TOP = 27.1..70' FL IN SE 8" PVC = 262.80' FL OUT NW 8" PVC = 262.72' O"\ X 10252.7282 E 10073 3763 NOTE: SEE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF PORCHES, RAMPS, VESTIBULE, BUILDING UTILITY ENTRANCE LOCATIONS, AND PRECISE BUILDING DIMENSIONS. NOTE: ONSITE AREA PROPOSED APPROXIMATELY 1.598 ACRES. (69,619.18 5Q FT.) MIN. 6" GRANULAR SUBGRADEJ �--SUBGRADE PER SOILS REPOR7Z, 4 TYP. CONSTRUCTION JOINT THRU RIGID PAVING NOT TO SCALE SLOPE 1/4" PER FOOT 4" AGGREGATE BASE COURSE SUBGRADE F'ER SOILS REI SIDEWALK I PARKING TOOL EDGE SEALANT(SONOLASTIC SR -1) 30 LB FELT -HOLD DOWN 77777 In" OR USE ZIP STRIP MIN. 6" GRANULAR SUE TYP. EXPANSION JOINT Nor TO SCALE Uz to .yi�. a. �:..- 84 AA ' ':'......*�_y� w4 PER SOILS REPORT pAh'KIT7G 1" 4)000 pel CONCRI r e MIN, Co" GRANULAR SUBGRADE —X SUBGRADE PER SOILS REPO DUMPSTER CONCRETE PAVING 79A N 0 20' 30' 40 SCALE IN FEET PAVING DETAILS - — — — — — — — — - CONTROL JOINT -- - ---- CONSTRUCTION JOINT HEAVY DUTY CONCRETE PAVING HEAVY DUTY ASPHALT PAVING a 79A - DUMPSTER AREA HEAVY DUTY CONCRETE PAVING ❑N - 2" ASPHALT OVERLAY PAYING NOTES - ALL MATERIALS AMC) CONSTRUCTION PROCEDURES FOR CONCRETE PAVEMENT SHALL BE IN ACCORDANCE WITH THE ARKANSAS STATE HIGHWAY COMMISSION STANDAR SPECIFICATION$, SECTION 501. - CRUSHED STONE BASE SHALL BE COMPACTED TO A MINIMUM OF 95!P. OF MAXIMUM MODIFIED PROCTOR DENSITY (ASTM D- 1551) AT A WATER CONTENT NEAR THE OPTIMUM VALUE. - ALL ASPHALTIC PAVING SHALL COMPLY WITH AHTO TYPE 2OR3. - CONTRACTOR HAS THE OPTION TO USE TYPE "F" CURBING ON ANY PORTIONS OF THE PARKING LOT NOT USING GUTTER FOR SUR- FACE DRAINAGE, VERIFY WITH SONIC CONSTRUCTION MANAGER BEFORE USING TYPE "F" CURBING ON ANY PORTION OF THE PARKING LOT OR DRIVE AISLES. - EXPANSION JOINTS $HALL ONLY BE PROVIDED WHERE PAVE- MENT ABUTS FIXED OBJECTS, SUCH AS BUILDING AND LIGHT POLES. - ALL PORTLAND CEMENT CONCRETE SHALL GAVE A MINIMUM 2S DAY COMPRESSIVE STRENGTH OF 3000 PSI. - CONTRACTOR $HALL OBTAIN 'GEOTECHNICAL ENGINEERING SER- VICES REPORT' PREPARED BY PROFESSIONAL. SERVICE INDUST- RIES, INC., PSI FILE NO. 861-25118 (FOR REFERENCE ONLY) - ALL SUBGRADE SOIL PREPERATION SHALL BE IN AC- CORDANCE WITH 'GEOTECHNICAL ENGINEERING SERVICE$ REPORT,' PREPARED BY PSI (PROJECT +861-2511S), FOR REFERENCE ONLY- SITE PREPARATION INITIALLY, ALL VEGETATION, ROOTS, TOPSOIL, OLD FOUNDATIONS AND FLOOR SLABS, AND ANY SOFT SOILS IN THE CONSTRUCTION AREA $HALL BE REMOVED FROM THE AREAS PROPOSED FOR CONSTRUCTION. SINCE THE SITE HAS BEEN DEVELOPED, SOME ZONES OF RUBBLE OR OTHER UNSUITABLE MATERIALS MAY HAVE BEEN BURIED DURING EARLIER CONSTRUCTION. SHOULD ANY SUCH MATERIALS BE ENCOUNTERED, THEY SHALL ALSO BE REMOVED. THE DEPTH OF REMOVAL SHALL BE DETERMINED BY A REPRESENTATIVE OF THE GEOTECHNICAL ENGINEER OR CONSTRUCTION MANAGER AT THE TIME OF CONSTRUCTION. EXISTING UTILITIES SHALL BE LOCATED AND REROUTED AS NECESSARY AND ANY PIPES OR UTILITY CONDUITS SHALL BE REMOVED. UTILITY TRENCH EXCAVATIONS MUST BE CUT TO COMPETENT BEARING SOIL SUITABLE FOR SUPPORT OF FILL PLACEMENT AND THEN BACKFILLED WITH PROPERLY COMPACTED FILL THAT 16 CONSTRICTED A$ OUTLINED IN SECTION 43 OF THE GEOTECHNICAL REPORT PREPARED BY P.S.I. (JOB NUMBER 9@999 GENERAL NOTES: 1, ALL DIMENSIONS AT CURBS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 2. PROPOSED UTILITIES ARE SHOWN IN SCHEMATIC ONLY, EXACT LOCATIONS SHALL BE DETERMINED TO ALLOW FOR THE MOST ECONOMICAL AND PRACTICAL INSTALLATION. 3. THE CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES TO DETERMINE EXACT POINT OF SERVICE CONNECTION AT EXISTING UTILITY. REFER TO THE BUILDING ELECTRICAL AND PLUMBING DRAWINGS FOR UTILITY SERVICE ENTRANCE LOCATIONS, SIZES AND CIRCUITING. 4. LOCATIONS OF PYLON / MONUMENT SIGNS AND ENTER / EXIT SIGNS ARE NOT EXACT. THE CONTRACTOR SHALL VERIFY EXACT LOCATIONS WITH OWNER / CONSTRUCTION MANAGER 5. ALL LANDSCAPE AREAS SHALL BE ROUGH GRADED TO 6" BELOW TOP OF ALL WALKS AND CURBS. TOP SOIL TO BE ADDED TO THE LEVEL OF THE WALKS OR CURBS. 51TE FLAN KEYNOTES ITEM NOTE �i TRAFFIC FLOW ARROW (TYPICAL), REF: SD423 O 4" PAINTED STRIFES (TYPICAL), REF: SPECIFICATIONS, SECTION 02500, SHEET SPI Q3 CURB RAMP (TYPICAL), REF: SD4ID5 ® TRASH ENCLOSURE, REF: SD3.01 Q RAILING, REF: 502.10 © BOLLARD, REF: SD220 Q GREASE TRAP PER L.R. WASTE WATER UTILITY DETAIL ® 4" SANITARY SEWER LINE O9 2" UNDERGROUND GAS LINE i0 I-1/4" UNDERGROUND WATER LINE II UNDERGROUND ELECTRIC LINE 12 2" UNDERGROUND TELEPHONE LINE I3 4" PVC PIPE SLEEVE UNDER DRIVE FOR IRRIGATION SYSTEM 14 ORDER BOARD AND DETECTOR LOOP, REF: S02.01 AND SD221 15 MENU / CANOPY POST (TYPICAL), REF: CA123 © NOT USED 11 CONCRETE PAYING (SEE PAVING PLAN, SHEET C-5) IS 1" THICK, CONCRETE PAVING (SEE SHEET C-5) 19 NOT USED ® "PICK UP ORDER HERE" SIGNAGE, REF: 602.11 21 RED PYLON TUBE, REF: CAI.01 POLE MOUNTED FLOOD LIGHTS. REF: 60323 AND FIXTURE SCHED. ON SHEET E2 1 3 ASPHALT PAYING (SEE PAYING PLAN, SHEET C-5) ® CONC. CURB t GUTTER (SEE PAYING PLAN, SHEET C-5) ® CONC. WALKS AND PATIO REF: CIVIL DRAWINGS ® TABLES SHALL BE MODEL "ET3SNSQ (2 SEAT) OR "ET4&N50 (48EAT) BY METAL FABRICATORS, INC. TABLES SHALL BE SECURELY FASTENED TO CONCRETE WITH ANCHOR BOLTS PER MANUFACTURERES SPECS. ® NOT USED ® NOT USED 861-25118). 51(�N SGNEDULE ITEM QTY. I REFERENCE SIGN TYPE <3> 1 602.11 PYLON SIGN 8 1 $0204 ENTER SIGN C 1 60204 EXIT SIGN D I A2DI SIGN ON BLDG, UNDERCUTTING ACTIVITIES SHALL BE WITNESSED BY A REPRESENTATIVE OF THE WATER VALVE GEOTECHNICAL ENGINEER OR CONSTRUCTION MANAGER AND SHALL BE PERFORMED r LIGHT POLE DURING A PERIOD OF DRY WEATHER THE EXPOSED 5UBGRADE SOILS (NOT THE SANITARY SEWER MANHOLE SIGN 861-25118). FLOOD STATEMENT AFTER STRIPPING AND EXCAVATING TO THE PROPOSED SUBGRADE LEVEL, AS POINTS ABOVE THE OPTIMUM MOISTURE CONTENT VALUE. IF THE FILL IS TOO DRY, WATER SHALL BE UNIFORMLY APPLIED ACROSS THE AFFECTED AREA. F THE FILL IS TOO WET, REQUIRED, THE BUILDING AND PARKING AREAS SHALL 15E PRCOF-ROLLED WITH A LEGEND IT MUST BE DRIED. IN EITHER EVENT, THE FILL SHALL BE THOROUGHLY MIXED BY PLAIN PER FIRM PANEL #0501810007E MODERATELY HEAVY PNEUMATIC -TIRED VEHICLE SUCH AS A LOADED TANDEM AXLE DISKING TO OBTAIN A RELATIVELY UNIFORM MOISTURE CONTENT THROUGHOUT THE LFT DUMP TRUCK OR SIMILAR RUBBER TIRED VEHICLE. SOILS, WHICH ARE OBSERVED TO RUT EXISTING OR DEFLECT ESCE56IVELY UNDER THE MOVING LOAD, OR AIRE OTHERWISE JUDGED TO BE UNSUITABLE, $HALL BE EITHER BE PROCESSED AND RECOMPACTED OR UNDERCUT WATER METER 0 ('m GAS METER AND REPLACED WITH PROPERLY, COMPACTED FILL. THE PROOF -ROLLING AND UNDERCUTTING ACTIVITIES SHALL BE WITNESSED BY A REPRESENTATIVE OF THE WATER VALVE GEOTECHNICAL ENGINEER OR CONSTRUCTION MANAGER AND SHALL BE PERFORMED r LIGHT POLE DURING A PERIOD OF DRY WEATHER THE EXPOSED 5UBGRADE SOILS (NOT THE SANITARY SEWER MANHOLE SIGN WEATHERED SHALE) SHALL BE SCARIFIED AND COMPACTED TO AT LEAST 959 OF THE SPINDLE N 10151.4400 STANDARD PROCTOR MAXIMUM DRY DENSITY ASTM D69S FOR A DEPTH OF AT LEAST 6 er - POWER POLE & GUY WIRE *FIP INCHES BELOW THE SURFACE. IF FILL 15 REQUIRED, THE STRUCTURAL FILL SHALL THEN FOUND IRON PIN BE PLACED ON THE PREPARED SUDGRADE. POWER LINE 9SIP SET IRON PIN AFTER SUBGRADE PREPARATION AND OBSERVATION HAVE BEEN COMPLETED, FILL MAY SANITARY SEWER LINE 25&26 SPOT ELEVATION BEGIN. THE FIRST LAYER OF FILL MATERIAL SHALL BE PLACED IN A RELATIVELY UNIFORM HORIZONTAL LIFT AND BE ADEQUATELY KEYED INTO THE STRIPPED AND "`-` WATER LINE —v 100 —'—CONTOUR LABEL SCARIFIED SUBGRADE SOILS. FILL MATERIAL SHALL BE FREE OF ORSMIC OR OTHER DELETERIOUS MATERIALS HAVE A MAXIMUM PARTICLE LESS THAN 3 INCHES, BE GAS UNE RELATIVELY WELL GRADED, HAVE A LIQUID LIMIT LESS THAN 45 AND PLASTICITY INDEX ELECTRIC POST — TELEPHONE LINE LESS THAN 20. IF SOME OF THE WEATHERED SHALE WILL BE CUT, IT WILL BE NECESSARY TO PULVERIZE THE MATERIAL TO OBTAIN A SUITABLE GRADATION F IT IS DESIRED TO RE -USE THESE MATERIALS AS FILL* THE GEOTECHNICAL ENGINEER OR SONIC CONSTRUCTION MANAGER SHALL BE CONSULTED PRIOR TO PLACEMENT AS FILL IN LEGAL DESCRIPTION ADDITION, THE MOISTURE CONTENT OF ANY PROPOSED FILL SHALL BE ADJUSTED TO COINCIDE WITH THE MOISTURE RANGE REQUIRED FOR STRUCTURAL FILL. IF A FINE-GRAINED SILT OR CLAY SOIL IS USED FOR FILL, CLOSE MOISTURE CONTENT LOT 1, COOK — ALWORTH SUBDIVISION, CITY OF CONTROL WILL BE REQUIRED TO ACHEIVE THE RECOMMENDED DEGREE OF LITTLE ROCK, PULASKI COUNTY, ARKANSAS, AND COMPACTION, BEING SHOWN ON PLAT RECORDED IN PLAT BOOK STRICTURAL FILL SHALL BE COMPACTED TO AT LEAST J5% OF PROCTOR MAXn'IUM DRY 22, PAGE 96, AND SHOWN ON REPLAT IN PLAT DENSITY AS DETERMINED BY ASTM DESIGNATION D 698. IF GRANULAR FILL SOILS ARE g00K 24, PAGE 21, RECORDS OF PULASKI OF A FREE DRAINING TYPE (I.E., LESS THAN 12% FINES) FOR WHICH IMPACT COMPACTION WILL NOT PRODUCE A WELL DEFINED MOISTURE -DENSITY RELATIONSHIP CURVE, THEY COUNTY, ARKANSAS. $HALL BE COMPACTED TO AT LEAST 10% RELATIVE DENSITY. FILL SHALL BE PLACED IN MAXIMUM LIFTS OF S INCHES OF LOOSE MATERIAL AND SHALL BE COMPACTED WITHIN THE RANGE OF 3 PERCENTAGE POINT BELOW TO 2 PERCENTAGE FLOOD STATEMENT POINTS ABOVE THE OPTIMUM MOISTURE CONTENT VALUE. IF THE FILL IS TOO DRY, WATER SHALL BE UNIFORMLY APPLIED ACROSS THE AFFECTED AREA. F THE FILL IS TOO WET, THIS PROPERTY NOT LOCATED IN THE 100 YEAR FLOOD IT MUST BE DRIED. IN EITHER EVENT, THE FILL SHALL BE THOROUGHLY MIXED BY PLAIN PER FIRM PANEL #0501810007E DATED NOVEMBER 3, 1993 DISKING TO OBTAIN A RELATIVELY UNIFORM MOISTURE CONTENT THROUGHOUT THE LFT IMMEDIATELY PRIOR TO COMPACTION. EACH LIFT OF COMPACTED ENGINEERED FILL SHALL BE TESTED BY A REPRESENTATIVE BENCHMARK OF THE GOETECHNICAL ENGINEER OR SONIC CONSTRUCTION MANAGER PRIOR TO PLACEMENT OF SUBSEQUENT LIFTS. THE PROPERLY COMPACTED FELL SHALL EXTEND BENCHMARK #1 BENCHMARK #2 HORIZONTALLY OUTWARD BEYOND THE EXTERIOR PERIMETER OF THE BUILDING AND FOUNDATIONS A DISTANCE EQUAL TO THE HEIGHT OF FILL OR 5 FEET, WHICIEVER IS GREATER, PRIOR TO SIGNIFICANT SLOPING. ALSO, THE PROPERLY COMPACTED FILL SPINDLE N 10000.0000 SPINDLE N 10151.4400 SHALL EXTEND HORIZONTALLY OUTWARD BEYOND THE EXTERIOR PERIMETER OF THE PAVEMENTS A DISTANCE TO THE HEIGHT OF FILL OR 3 FEET, WHICHEVER IS GREATER PRIOR TO SIGNIFICANT SLOPING, E 10000.0000 ELEV. 275.00 E 10000.0000 ELEV. 273.50