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Home My WebLink AboutZ-7921 Map 1CPS Control Pt. x 100.0 LEE STREET 26' ASPHALT w/CURB GUTTER 99.4 104.2 1 - \ -> - BENCH MARK - r OS.S.M.H. -� Top Eley 100.81' 1 / 103.8 1-03...0 HE r- -fopVi-I g'70 �t fiE 0 �C� 99.5 7n5 1 .9 OHEI -! H U 100.8 100.2 100 \ �-106- -- � 102.1 103� 2 1.6 1 10 1�� 7 100.2 106.8 107.1 N9 101.1 6-703 X _ 104.8 -. D 104.7 \ .7 -102 Z>e X70 103 �_ TYPE II ACHM SURFACE 0 O° Q I \ ff a 4 Q14d� AGGREGATE BASE COURSE 3 -too �� (CLASS 7) _ _ btck (95% MODIFIED PROCTOR) Adding Se X107. d X 10 1 x 106.7 - - OMPACTED SUBGRADE Ds- Oas 107\ < Xio6.4 �-0� 105 (95% MODIFIED PROCTOR) 106., ° ACHM PAVING SECTION �a . o \� ,9 105.9 `D MTS 91-I. d 19 4 x10 2 a I 106.6 n d Q. 0 a o 9.8 -109- \ I 14 4- I 0 1 9 t 109.3 4 X d f 111.0 1,0. r..'2.0V QQ A\ 1 = as UU G 5 O W C W 06.8 K J J LL I, 0 K J J 4 X107. Conc. Wall 113.5 t 7.2 1 112.8 107.0 Use <z a o � UPRIGHT 0 0 ,I 0 0 0 0 D 0 0 0 / CLASS 3 0 0 Fn 107. m -S -F 12"b1 6" 1.5" for normal crown section. For warped crown sections, this o 108.9 7Co dimension may vary from 1" to 2.5" 9s D c - o a o I h a 07.6- III TYPICAL CURB 8c GUTTER \ F I g 4 113.4 ° � CLASS 3 g I c -A X 1 14 -109 - 6 109.0 N h 113.3 I V 1 - 1 1 1140.4 a ,po . � '1 _ x 109.4 a rM� 9 10 3.9109.0 X109.1 - 108.9 o m m d d 110.2 < < o d a 109.3 k j 3 I I ( a - N X113.6 X11 110 4.3 o x ° o o Cn 110 101.1 6-703 X _ 104.8 -. D 104.7 \ .7 -102 Z>e X70 103 �_ TYPE II ACHM SURFACE 0 O° Q I \ ff a 4 Q14d� AGGREGATE BASE COURSE 3 -too �� (CLASS 7) _ _ btck (95% MODIFIED PROCTOR) Adding Se X107. d X 10 1 x 106.7 - - OMPACTED SUBGRADE Ds- Oas 107\ < Xio6.4 �-0� 105 (95% MODIFIED PROCTOR) 106., ° ACHM PAVING SECTION �a . o \� ,9 105.9 `D MTS 91-I. d 19 4 x10 2 a I 106.6 n d Q. 0 a o 9.8 -109- \ I 14 4- I 0 1 9 t 109.3 4 X d f GENERAL NOTES 1. PRIOR TO CONSTRUCTION CONTRACTOR MUST CALL ARKANSAS ONE -CALL UTILITY TO POSITIVELY LOCATE EACH UNDERGROUND UTILITY. 2. CONTRACTOR IS TO OBTAIN ALL NECESSARY PERMITS FROM THE CITY, STATE AND FEDERAL AGENCIES PRIOR TO CONSTRUCTION. 3. IF CONTRACTOR OBSERVES ANY PROBLEM WITH THE SITE, MATERIALS, OR PLANS HE IS RESPONSIBLE FOR CONTACTING THE OWNER, OR OWNERS AGENT IMMEDIATELY SO CORRECTIONS CAN BE MADE. 4. ANY ERRORS OR OMISSIONS TO THESE PLANS MUST BE REPORTED IMMEDIATELY UPON THERE DISCOVERY. 5. ALL CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE PLANS, AND WITHIN LOCAL, STATE, AND FEDERAL REQUIREMENTS. 6. CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER OF AREAS THAT MAY POND OR DETER POSITIVE SURFACE DRAINAGE PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL COMPLY WITH ANY AND ALL CHANGES MADE BY THE ENGINEER TO HELP THE PROBLEM AREAS. THESE CHANGES, AS LONG AS THEY INVOLVE MINOR GRADING, WILL BE COMPLETED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. 7. SEE ARCHITECTURAL DRAWINGS FOR DETAILS GRADING AT BUILDINGS, STEPS, WALKS, WALLS AND OTHER STRUCTURES. 8. FINISH CONTOURS AND GRADES SHOWN ARE FOR FINISHED SURFACES, ALLOWANCES SHALL BE MADE FOR PAVEMENTS, SLABS, TOPSOIL, SOD, ETC. UNIFORM PLANES AND SURFACES SHALL BE SHAPED BETWEEN FINISHED SPOT ELEVATIONS AND/OR FINISH CONTOURS SHOWN. SPILLOUT CURB SHALL BE USED ON THE HIGH SIDE OF PAVEMENT AND AT DISCHARGE POINTS. 9. THE CONTRACTOR SHALL CONTROL EROSION ON THE SITE. ALL SLOPES SHALL BE FERTILIZED, SEEDED AND MULCHED (OR LANDSCAPED) AS SOON AS POSSIBLE. THE SITE SHALL BE GRADED TO MAINTAIN POSITIVE DRAINAGE DURING CONSTRUCTION. WATER SHALL NOT BE ALLOWED TO POND. PROVISION TO PREVENT EROSION MUST CONFORM TO ANY REQUIREMENTS OF THE LOCAL, STATE, OR FEDERAL AGENCIES. 10. ALL AREAS TO BE CUT OR FILLED SHALL BE CLEARED AND GRUBBED. ALL FILL SHALL BE MADE IN 8" LIFTS AND COMPACTED, AT OPTIMUM MOISTURE CONTENT TO 95% OF MODIFIED PROCTOR DENSITY (ASTM D-1557), AS DETERMINED BY IN-PLACE DENSITY TESTS. BORROW AND FILL MATERIAL SHALL BE SELECT CLAY SAND, OR SANDY CLAY HAVING A LIQUID LIMIT LESS THAN 40 OR OTHER APPROVED FILL. FILL SOILS CLASSIFYING AS SC OR GC ACCORDING TO THE UNIFIED SOILS CLASSIFICATION SYSTEM ARE CONSIDERED SUITABLE. SHALE MATERIAL USED IN FILL SHALL BE COMPACTED AT 3% ABOVE OPTIMUM MOISTURE CONTENT WITH A VIBRATORY SHEEPS FOOT COMPACTOR. ALL FILL SHALL HAVE PROPERTIES ACCEPTBLE FOR MAINTAINING NECESSARY SLOPES 11. THE CONTRACTOR SHALL COORDINATE WITH EACH UTILITY COMPANY PRIOR TO ANY EXCAVATION. ANY DAMAGE TO UTILITY LINES CAUSED BY THE CONTRACTORS OPERATIONS SHALL BE REPAIRED AT THE CONTRACTORS EXPENSE. THE CONTRACTOR SHALL VERIFY THE HORIZONTAL AND VERTICAL ALIGNMENT OF EXISTING AND PROPOSED STORM SEWER, SANITARY SEWER AND WATER LINES TO ENSURE THAT THEY ARE INSTALLED WITH ADEQUATE COVER AND CLEARANCE. ALL ROUGH GRADING SHALL BE COMPLETE BEFORE INSTALLATION OF STORM SEWER, SANITARY SEWER AND APPURTENANCES, WATER MAINS, SERVICES AND APPURTENANCES. ALL UTILITY TRENCHES SHALL BE BACKFILLED AND COMPACTED WITH SELECT MATERIAL AS SPECIFIED IN NOTE ABOVE. 12. ALL EXISTING IMPROVEMENTS WHICH INTERFERE WITH THE WORK, AND ARE NOT TO BE SAVED SHALL BE REMOVED AND DISPOSED OF. IMPROVEMENTS IN THE RIGHT-OF-WAY WHICH ARE TO REMAIN SHALL BE PROTECTED BY THE CONTRACTOR. 13. ALL REINFORCED CONCRETE PIPE (RCP) SHALL BE CLASS III WITH BELL AND SPIGOT TYPE JOINTS. PIPE, MATERIAL AND INSTALLATION SHALL BE IN CONFORMANCE WITH APPLICABLE ARKANSAS HIGHWAY AND TRANSPORTATION DEPARTMENT (AHTD) STANDARD CONSTRUCTION SPECIFICATIONS. 14. THE CONTRACTORS ATTENTION IS SPECIFICALLY CALLED TO THE LOCATION OF THE EXISTING IMPROVEMENTS. 15. ANY EXCESS EXCAVATED MATERIAL, NOT REQUIRED FOR CONSTRUCTION OF FILL SHALL BE HAULED OFF-SITE. 16. ALL SITE EXCAVATION SHALL BE UNCLASSIFIED. ROCK EXCAVATION SHALL BE SUBSIDIARY TO SITE EXCAVATION. 17. REPAIR, REPLACE OR EXTEND EXISTING, DAMAGED, OR MISSING CURB AND GUTTER, SIDEWALK, RAMPS OR CONCRETE DRIVEWAY APRONS WITHIN THE PUBLICRIGHT-OF-WAY ADJACENT TO THE SITE. ALL WORK WITHIN THE CITY RIGHT-OF-WAY SHALL CONFORM TO CITY STANDARDS AND DETAILS, AND THE ADA GUIDLINES. 18. DRIVEWAY APRONS AND ACCESS RAMPS AT DRIVEWAY SHALL CONFORM TO CITY STANDARDS DETAIL PW -34. DRIVEWAY CROSSING SHALL HAVE A MAX. CROSS SLOPE OF 1:50 OVER A 3' PATHWAY. 19. DRIVEWAY APRON WITHIN RIGHT-OF-WAY SHALL BE A MINIMUM OF 8"THICK OF 3000 PSI CONCRETE AND MUST CONFORM TO ORDINANCE 16577 AND 16031, o m a.- LOT C 4 \ o ..111.5 --. - -_ 115 rr+'+ Q - - d _.d n y W ! L \ x 1 10.6 ° 1 10 I[ ,r109.8 - r _ a 01 w ENO 40 CURB ` \ 77\ X .a J d q 411 .3 \�x1�10.0 I � I I I I PER OWNER � END CURB X Tt109.7 a . � OWNS - Fr 1 10.1 Fr III � / \ 141 Lj 4.0 I d NOTE: SEE DIMENSION II PLAN FOR PARKING LOT x 28 x11.3 LAYOUT n III a L3. / Concrete Wall \ \ 1 13.0 X116.9 11 p rt 116.6 L.ay.d�SCaf-t e�gT „c, r, ��e.e< o�- (oncv<A t Cuvh 59.82'(m) 60'(P) 1 7.- - rt II} Grate Inlet / II � Curb G,_A G.4 +tr �cWw;v„ ,, PIac ti Top Elea. 116.38' Inv. Elev.(4" In) -115.40' o I Inv. El&.(12" Out)=114.7' / I 112.7 X112.8 rmo%)Y Cuolo O-nA up 4b Inv. Elea:(Culvert out)=113.25' 117.4 11i 15.9 � 117.3 LOT A lspholt pork;,79 LOT Addition I GRAPHIC SCALE ( IN FEET ) I inch = 10 ft. w X1,1,1 111.0 1,0. r..'2.0V QQ A\ 1 d 14 as UU G 5 O W C W 06.8 K J J LL .x 0 K J J 4 Conc. Wall 113.5 t 7.2 1 112.8 107.0 Use <z Heger4'" UPRIGHT 0 0 ,I 0 0 0 0 0 0 0 / CLASS 3 Fn 73' -S -F 12"b1 6" 1.5" for normal crown section. For warped crown sections, this o 7Co dimension may vary from 1" to 2.5" - 10\9. I M 07.6- TYPICAL CURB 8c GUTTER \ F I g .0 113.4 ° lea � CLASS 3 I 14 d 6 109.0 N h 113.3 I I X1 07.4 - 1 1 1140.4 a ,po . '1 _ Conc. a 9 10 3.9109.0 X109.1 - 108.9 o d d o d a 109.3 k j 3 I I ( a X 110.2 X113.6 X11 110 I�I o a �r,9 is .4.8.' = I GENERAL NOTES 1. PRIOR TO CONSTRUCTION CONTRACTOR MUST CALL ARKANSAS ONE -CALL UTILITY TO POSITIVELY LOCATE EACH UNDERGROUND UTILITY. 2. CONTRACTOR IS TO OBTAIN ALL NECESSARY PERMITS FROM THE CITY, STATE AND FEDERAL AGENCIES PRIOR TO CONSTRUCTION. 3. IF CONTRACTOR OBSERVES ANY PROBLEM WITH THE SITE, MATERIALS, OR PLANS HE IS RESPONSIBLE FOR CONTACTING THE OWNER, OR OWNERS AGENT IMMEDIATELY SO CORRECTIONS CAN BE MADE. 4. ANY ERRORS OR OMISSIONS TO THESE PLANS MUST BE REPORTED IMMEDIATELY UPON THERE DISCOVERY. 5. ALL CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE PLANS, AND WITHIN LOCAL, STATE, AND FEDERAL REQUIREMENTS. 6. CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER OF AREAS THAT MAY POND OR DETER POSITIVE SURFACE DRAINAGE PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL COMPLY WITH ANY AND ALL CHANGES MADE BY THE ENGINEER TO HELP THE PROBLEM AREAS. THESE CHANGES, AS LONG AS THEY INVOLVE MINOR GRADING, WILL BE COMPLETED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. 7. SEE ARCHITECTURAL DRAWINGS FOR DETAILS GRADING AT BUILDINGS, STEPS, WALKS, WALLS AND OTHER STRUCTURES. 8. FINISH CONTOURS AND GRADES SHOWN ARE FOR FINISHED SURFACES, ALLOWANCES SHALL BE MADE FOR PAVEMENTS, SLABS, TOPSOIL, SOD, ETC. UNIFORM PLANES AND SURFACES SHALL BE SHAPED BETWEEN FINISHED SPOT ELEVATIONS AND/OR FINISH CONTOURS SHOWN. SPILLOUT CURB SHALL BE USED ON THE HIGH SIDE OF PAVEMENT AND AT DISCHARGE POINTS. 9. THE CONTRACTOR SHALL CONTROL EROSION ON THE SITE. ALL SLOPES SHALL BE FERTILIZED, SEEDED AND MULCHED (OR LANDSCAPED) AS SOON AS POSSIBLE. THE SITE SHALL BE GRADED TO MAINTAIN POSITIVE DRAINAGE DURING CONSTRUCTION. WATER SHALL NOT BE ALLOWED TO POND. PROVISION TO PREVENT EROSION MUST CONFORM TO ANY REQUIREMENTS OF THE LOCAL, STATE, OR FEDERAL AGENCIES. 10. ALL AREAS TO BE CUT OR FILLED SHALL BE CLEARED AND GRUBBED. ALL FILL SHALL BE MADE IN 8" LIFTS AND COMPACTED, AT OPTIMUM MOISTURE CONTENT TO 95% OF MODIFIED PROCTOR DENSITY (ASTM D-1557), AS DETERMINED BY IN-PLACE DENSITY TESTS. BORROW AND FILL MATERIAL SHALL BE SELECT CLAY SAND, OR SANDY CLAY HAVING A LIQUID LIMIT LESS THAN 40 OR OTHER APPROVED FILL. FILL SOILS CLASSIFYING AS SC OR GC ACCORDING TO THE UNIFIED SOILS CLASSIFICATION SYSTEM ARE CONSIDERED SUITABLE. SHALE MATERIAL USED IN FILL SHALL BE COMPACTED AT 3% ABOVE OPTIMUM MOISTURE CONTENT WITH A VIBRATORY SHEEPS FOOT COMPACTOR. ALL FILL SHALL HAVE PROPERTIES ACCEPTBLE FOR MAINTAINING NECESSARY SLOPES 11. THE CONTRACTOR SHALL COORDINATE WITH EACH UTILITY COMPANY PRIOR TO ANY EXCAVATION. ANY DAMAGE TO UTILITY LINES CAUSED BY THE CONTRACTORS OPERATIONS SHALL BE REPAIRED AT THE CONTRACTORS EXPENSE. THE CONTRACTOR SHALL VERIFY THE HORIZONTAL AND VERTICAL ALIGNMENT OF EXISTING AND PROPOSED STORM SEWER, SANITARY SEWER AND WATER LINES TO ENSURE THAT THEY ARE INSTALLED WITH ADEQUATE COVER AND CLEARANCE. ALL ROUGH GRADING SHALL BE COMPLETE BEFORE INSTALLATION OF STORM SEWER, SANITARY SEWER AND APPURTENANCES, WATER MAINS, SERVICES AND APPURTENANCES. ALL UTILITY TRENCHES SHALL BE BACKFILLED AND COMPACTED WITH SELECT MATERIAL AS SPECIFIED IN NOTE ABOVE. 12. ALL EXISTING IMPROVEMENTS WHICH INTERFERE WITH THE WORK, AND ARE NOT TO BE SAVED SHALL BE REMOVED AND DISPOSED OF. IMPROVEMENTS IN THE RIGHT-OF-WAY WHICH ARE TO REMAIN SHALL BE PROTECTED BY THE CONTRACTOR. 13. ALL REINFORCED CONCRETE PIPE (RCP) SHALL BE CLASS III WITH BELL AND SPIGOT TYPE JOINTS. PIPE, MATERIAL AND INSTALLATION SHALL BE IN CONFORMANCE WITH APPLICABLE ARKANSAS HIGHWAY AND TRANSPORTATION DEPARTMENT (AHTD) STANDARD CONSTRUCTION SPECIFICATIONS. 14. THE CONTRACTORS ATTENTION IS SPECIFICALLY CALLED TO THE LOCATION OF THE EXISTING IMPROVEMENTS. 15. ANY EXCESS EXCAVATED MATERIAL, NOT REQUIRED FOR CONSTRUCTION OF FILL SHALL BE HAULED OFF-SITE. 16. ALL SITE EXCAVATION SHALL BE UNCLASSIFIED. ROCK EXCAVATION SHALL BE SUBSIDIARY TO SITE EXCAVATION. 17. REPAIR, REPLACE OR EXTEND EXISTING, DAMAGED, OR MISSING CURB AND GUTTER, SIDEWALK, RAMPS OR CONCRETE DRIVEWAY APRONS WITHIN THE PUBLICRIGHT-OF-WAY ADJACENT TO THE SITE. ALL WORK WITHIN THE CITY RIGHT-OF-WAY SHALL CONFORM TO CITY STANDARDS AND DETAILS, AND THE ADA GUIDLINES. 18. DRIVEWAY APRONS AND ACCESS RAMPS AT DRIVEWAY SHALL CONFORM TO CITY STANDARDS DETAIL PW -34. DRIVEWAY CROSSING SHALL HAVE A MAX. CROSS SLOPE OF 1:50 OVER A 3' PATHWAY. 19. DRIVEWAY APRON WITHIN RIGHT-OF-WAY SHALL BE A MINIMUM OF 8"THICK OF 3000 PSI CONCRETE AND MUST CONFORM TO ORDINANCE 16577 AND 16031, o m a.- LOT C 4 \ o ..111.5 --. - -_ 115 rr+'+ Q - - d _.d n y W ! L \ x 1 10.6 ° 1 10 I[ ,r109.8 - r _ a 01 w ENO 40 CURB ` \ 77\ X .a J d q 411 .3 \�x1�10.0 I � I I I I PER OWNER � END CURB X Tt109.7 a . � OWNS - Fr 1 10.1 Fr III � / \ 141 Lj 4.0 I d NOTE: SEE DIMENSION II PLAN FOR PARKING LOT x 28 x11.3 LAYOUT n III a L3. / Concrete Wall \ \ 1 13.0 X116.9 11 p rt 116.6 L.ay.d�SCaf-t e�gT „c, r, ��e.e< o�- (oncv<A t Cuvh 59.82'(m) 60'(P) 1 7.- - rt II} Grate Inlet / II � Curb G,_A G.4 +tr �cWw;v„ ,, PIac ti Top Elea. 116.38' Inv. Elev.(4" In) -115.40' o I Inv. El&.(12" Out)=114.7' / I 112.7 X112.8 rmo%)Y Cuolo O-nA up 4b Inv. Elea:(Culvert out)=113.25' 117.4 11i 15.9 � 117.3 LOT A lspholt pork;,79 LOT Addition I GRAPHIC SCALE ( IN FEET ) I inch = 10 ft. w X1,1,1 1 0 O o d 14 as UU G 5 O W C W 06.8 K J J LL U K J J 4 0 K J J 4 a - W 0 o 0 t 7.2 1 U0 W 107.0 Use <z Heger4'" UPRIGHT 0 0 ,I 0 0 0 0 0 0 0 / CLASS 3 Fn -S -F 12"b1 6" 1.5" for normal crown section. For warped crown sections, this 7Co dimension may vary from 1" to 2.5" - 10\9. ° 07.6- TYPICAL CURB 8c GUTTER .0 ° lea � CLASS 3 e�e c d 1 D 6 109.0 I X1 07.4 - 1 1 1140.4 a ,po . '1 _ Conc. Wall 9 10 3.9109.0 X109.1 - 108.9 ' d d GENERAL NOTES 1. PRIOR TO CONSTRUCTION CONTRACTOR MUST CALL ARKANSAS ONE -CALL UTILITY TO POSITIVELY LOCATE EACH UNDERGROUND UTILITY. 2. CONTRACTOR IS TO OBTAIN ALL NECESSARY PERMITS FROM THE CITY, STATE AND FEDERAL AGENCIES PRIOR TO CONSTRUCTION. 3. IF CONTRACTOR OBSERVES ANY PROBLEM WITH THE SITE, MATERIALS, OR PLANS HE IS RESPONSIBLE FOR CONTACTING THE OWNER, OR OWNERS AGENT IMMEDIATELY SO CORRECTIONS CAN BE MADE. 4. ANY ERRORS OR OMISSIONS TO THESE PLANS MUST BE REPORTED IMMEDIATELY UPON THERE DISCOVERY. 5. ALL CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE PLANS, AND WITHIN LOCAL, STATE, AND FEDERAL REQUIREMENTS. 6. CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER OF AREAS THAT MAY POND OR DETER POSITIVE SURFACE DRAINAGE PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL COMPLY WITH ANY AND ALL CHANGES MADE BY THE ENGINEER TO HELP THE PROBLEM AREAS. THESE CHANGES, AS LONG AS THEY INVOLVE MINOR GRADING, WILL BE COMPLETED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. 7. SEE ARCHITECTURAL DRAWINGS FOR DETAILS GRADING AT BUILDINGS, STEPS, WALKS, WALLS AND OTHER STRUCTURES. 8. FINISH CONTOURS AND GRADES SHOWN ARE FOR FINISHED SURFACES, ALLOWANCES SHALL BE MADE FOR PAVEMENTS, SLABS, TOPSOIL, SOD, ETC. UNIFORM PLANES AND SURFACES SHALL BE SHAPED BETWEEN FINISHED SPOT ELEVATIONS AND/OR FINISH CONTOURS SHOWN. SPILLOUT CURB SHALL BE USED ON THE HIGH SIDE OF PAVEMENT AND AT DISCHARGE POINTS. 9. THE CONTRACTOR SHALL CONTROL EROSION ON THE SITE. ALL SLOPES SHALL BE FERTILIZED, SEEDED AND MULCHED (OR LANDSCAPED) AS SOON AS POSSIBLE. THE SITE SHALL BE GRADED TO MAINTAIN POSITIVE DRAINAGE DURING CONSTRUCTION. WATER SHALL NOT BE ALLOWED TO POND. PROVISION TO PREVENT EROSION MUST CONFORM TO ANY REQUIREMENTS OF THE LOCAL, STATE, OR FEDERAL AGENCIES. 10. ALL AREAS TO BE CUT OR FILLED SHALL BE CLEARED AND GRUBBED. ALL FILL SHALL BE MADE IN 8" LIFTS AND COMPACTED, AT OPTIMUM MOISTURE CONTENT TO 95% OF MODIFIED PROCTOR DENSITY (ASTM D-1557), AS DETERMINED BY IN-PLACE DENSITY TESTS. BORROW AND FILL MATERIAL SHALL BE SELECT CLAY SAND, OR SANDY CLAY HAVING A LIQUID LIMIT LESS THAN 40 OR OTHER APPROVED FILL. FILL SOILS CLASSIFYING AS SC OR GC ACCORDING TO THE UNIFIED SOILS CLASSIFICATION SYSTEM ARE CONSIDERED SUITABLE. SHALE MATERIAL USED IN FILL SHALL BE COMPACTED AT 3% ABOVE OPTIMUM MOISTURE CONTENT WITH A VIBRATORY SHEEPS FOOT COMPACTOR. ALL FILL SHALL HAVE PROPERTIES ACCEPTBLE FOR MAINTAINING NECESSARY SLOPES 11. THE CONTRACTOR SHALL COORDINATE WITH EACH UTILITY COMPANY PRIOR TO ANY EXCAVATION. ANY DAMAGE TO UTILITY LINES CAUSED BY THE CONTRACTORS OPERATIONS SHALL BE REPAIRED AT THE CONTRACTORS EXPENSE. THE CONTRACTOR SHALL VERIFY THE HORIZONTAL AND VERTICAL ALIGNMENT OF EXISTING AND PROPOSED STORM SEWER, SANITARY SEWER AND WATER LINES TO ENSURE THAT THEY ARE INSTALLED WITH ADEQUATE COVER AND CLEARANCE. ALL ROUGH GRADING SHALL BE COMPLETE BEFORE INSTALLATION OF STORM SEWER, SANITARY SEWER AND APPURTENANCES, WATER MAINS, SERVICES AND APPURTENANCES. ALL UTILITY TRENCHES SHALL BE BACKFILLED AND COMPACTED WITH SELECT MATERIAL AS SPECIFIED IN NOTE ABOVE. 12. ALL EXISTING IMPROVEMENTS WHICH INTERFERE WITH THE WORK, AND ARE NOT TO BE SAVED SHALL BE REMOVED AND DISPOSED OF. IMPROVEMENTS IN THE RIGHT-OF-WAY WHICH ARE TO REMAIN SHALL BE PROTECTED BY THE CONTRACTOR. 13. ALL REINFORCED CONCRETE PIPE (RCP) SHALL BE CLASS III WITH BELL AND SPIGOT TYPE JOINTS. PIPE, MATERIAL AND INSTALLATION SHALL BE IN CONFORMANCE WITH APPLICABLE ARKANSAS HIGHWAY AND TRANSPORTATION DEPARTMENT (AHTD) STANDARD CONSTRUCTION SPECIFICATIONS. 14. THE CONTRACTORS ATTENTION IS SPECIFICALLY CALLED TO THE LOCATION OF THE EXISTING IMPROVEMENTS. 15. ANY EXCESS EXCAVATED MATERIAL, NOT REQUIRED FOR CONSTRUCTION OF FILL SHALL BE HAULED OFF-SITE. 16. ALL SITE EXCAVATION SHALL BE UNCLASSIFIED. ROCK EXCAVATION SHALL BE SUBSIDIARY TO SITE EXCAVATION. 17. REPAIR, REPLACE OR EXTEND EXISTING, DAMAGED, OR MISSING CURB AND GUTTER, SIDEWALK, RAMPS OR CONCRETE DRIVEWAY APRONS WITHIN THE PUBLICRIGHT-OF-WAY ADJACENT TO THE SITE. ALL WORK WITHIN THE CITY RIGHT-OF-WAY SHALL CONFORM TO CITY STANDARDS AND DETAILS, AND THE ADA GUIDLINES. 18. DRIVEWAY APRONS AND ACCESS RAMPS AT DRIVEWAY SHALL CONFORM TO CITY STANDARDS DETAIL PW -34. DRIVEWAY CROSSING SHALL HAVE A MAX. CROSS SLOPE OF 1:50 OVER A 3' PATHWAY. 19. DRIVEWAY APRON WITHIN RIGHT-OF-WAY SHALL BE A MINIMUM OF 8"THICK OF 3000 PSI CONCRETE AND MUST CONFORM TO ORDINANCE 16577 AND 16031, o m a.- LOT C 4 \ o ..111.5 --. - -_ 115 rr+'+ Q - - d _.d n y W ! L \ x 1 10.6 ° 1 10 I[ ,r109.8 - r _ a 01 w ENO 40 CURB ` \ 77\ X .a J d q 411 .3 \�x1�10.0 I � I I I I PER OWNER � END CURB X Tt109.7 a . � OWNS - Fr 1 10.1 Fr III � / \ 141 Lj 4.0 I d NOTE: SEE DIMENSION II PLAN FOR PARKING LOT x 28 x11.3 LAYOUT n III a L3. / Concrete Wall \ \ 1 13.0 X116.9 11 p rt 116.6 L.ay.d�SCaf-t e�gT „c, r, ��e.e< o�- (oncv<A t Cuvh 59.82'(m) 60'(P) 1 7.- - rt II} Grate Inlet / II � Curb G,_A G.4 +tr �cWw;v„ ,, PIac ti Top Elea. 116.38' Inv. Elev.(4" In) -115.40' o I Inv. El&.(12" Out)=114.7' / I 112.7 X112.8 rmo%)Y Cuolo O-nA up 4b Inv. Elea:(Culvert out)=113.25' 117.4 11i 15.9 � 117.3 LOT A lspholt pork;,79 LOT Addition I GRAPHIC SCALE ( IN FEET ) I inch = 10 ft. w X1,1,1 (n Z O as UU G 5 O W C W � W K J J LL U K J J 4 0 K J J 4 EY W 0 o 0 ZEj Y a U0 W 0 a z V a <z LLL a 0 0 ,I 0 0 0 0 0 0 0 �G LU (D,� Z Q < __0 Z ,LU--U ;� Olj c) C) IQO C)�Uy)� <<C) WF - Z LL_ �U!= F_ LU' ODOU D g a 4- 0 W O U W L V) O