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Home My WebLink About15-046 Map 4LUrn 2b_- - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - FFE = 305.00 IN - - - - - - - - - - - - - - - - - 9000, - - - - - - - - ARKANSAS STATE LAW REQUIRES THAT THE EXCAVATOR IS TO LOCATE ALL EXISTING UTILITIES IN ACCORDANCE WITH THE ARKANSAS UNDERGROUND FACILITIES DAMAGE PREVENTION ACT. THIS LAW REQUIRES THAT THE EXCAVATOR MAKE A TELEPHONE CALL TO THE ARKANSAS ONE CALL SYSTEM AT 1-800-482-8998 AT LEAST TWO WORKING DAYS PRIOR TO EXCAVATION TO INSURE THAT ANY EXISTING UTILITIES CAN BE LOCATED. S88033113"E 516.72' 90.00. BLDG. A .... .. .. [URNAMENTAL FFE = 3k4.50 15,500 SF I METAL FENCING1 I I /C� IDETENTIO FIFE 304.00 FFE 303.50 INSTRUCT 2 p /p II L ICONCR,TE FLU - - - . . . . . . . . . . . . . . . T-ph!.. - I , .............................. ... ......... ..................................... ...... . . .... ...................... ..................... 4 .................... I ............ ........................... ...... . ..... .............. ........... . --- - - - - - - - - - - - - \ .. .................. ...... ............ N IASPHALT PAVEMENT ... FEYPAD] \� . . ............. ....... .... A GATE ................................. . ........................ . ....... ...... ............ ............ - - - - - - - - - - - - - - - - - - .1 ....... ........... . ........................... ............ ........... 7_7 ... .... ........... .... 77 .......... ...... . ............ . ........ ... ........... ........... ... ........ .......... Sp ........ MONUMENTI. . 'w ...... :44, .......... ........ FFE 304.50QN F ........... ............ SIGN ...... .... Q)/(IF 3 CONSTRUCI ............... qO,1rD CONSTRUCT UO' 1:7L� . I CONCRETE FLUME 1 11 ... . ... ............... Co .......... . NCRETEI L - - - - -- - - - - - - - -?OC . ..... ............... 1 1-1 OFFICE/ RES ... �j ....... . ........ . 1,600 SF .. ...... .. FIFE = 303.30 ;T-J/ 7-- FG-RAWK1 ........ ... C� c r I FFE = 305.00 ............. A . ....... ............ . SERVICE fo ..... ..... ....... ............ GENERAL SITE CONSTRUCTION NOTES: ...... u-jil- 1. THE CONTRACTOR SHALL CONTROL EROSION ON THE SITE. ALL SLOPES SHALL BE 0 FIFE 305*50 ....... FERTILIZED, SEEDED AND MULCHED (OR LANDSCAPED) AS DIRECTED BY THE OWNER OR 71 0 0 ........... HIS REPRESENTATIVE. THE CONTRACTOR SHALL FILE A NOTICE OF INTENT WITH THE ASPHALT , . . 4(/ /-,Q,7 ARKANSAS DPC&E. THE SITE SHALL BE GRADED TO MAINTAIN P G PAVEMENT ............ 4,C) POSITIVE DRAINAGE DURING T CONSTRUCTION. THE WATER SHALL NOT BE ALLOWED TO POND. ...... R. C?* . • ...... ... . ... .. .......... :\: � ...... I.- .. ..: ... 4'''' .. . . . . . . ... . '. . . . . 1 .11 2. ALL AREAS TO BE CUT OR FILLED SHALL BE CLEARED AND GRUBBED. THE ...... F44 '0 10 43 v 6 UTILIZE EXISTING CONCRETE APRON & CURB CUT AT OWNERS DISCRETION. CONTACT ENGINEER OF GRADING CONFLICTS EXSITING CAL ENGINEERING COMMENTS: 1.A GRADING PERMIT MUST BE OBTAINED PRIOR TO THE INITIATION OF WORK. PERMITS MAY BE ACQUIRED FROM THE PUBLIC WORKS DEPARTMENT AT 701 WEST MARKHAM STREET AFTER APPROVAL OF EROSION CONTROL PLAN. CONTACT VINCE FLORIANI AT 371-4817 WITH ANY QUESTIONS. 2.HAUUNG OF FILL MATERIAL ON OR OFFSITE OVER MUNICIPAL STREETS AND ROADS REQUIRES APPROVAL PRIOR TO A GRADING PERMIT BEING ISSUED. CONTACT PUBLIC WORKS TRAFFIC ENGINEERING AT 621 S. BROADWAY, 379-1805 (TRA\(IS HERBNER) FOR MORE INFORMATION. 3.THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING MEL HALL (501-590-7465) FOR INSPECTION OF ALL WORK IN THE RIGHT-OF-WAY. 4.AT THE COMPLETION AND ACCEPTANCE OF THE WORK IN THE RIGHT-OF-WAY, THE CONTRACTOR SHALL SUBMIT A ONE (1) YEAR MAINTENANCE BOND FOR 50 PERCENT OF THE TOTAL COST OF IMPROVEMENTS IN THE RIGHT-OF-WAY AND EASEMENTS. ALSO, PROVIDE AS -BUILT DRAWINGS OF INSTALLED INFRASTRUCTURE. 5.CONTACT MEL HALL, PUBLIC WORKS CIVIL ENGINEERING, AT 918-7465 FOR ON -SITE CLARIFICATION OF GRADING PERMIT REQUIREMENTS PRIOR TO COMMENCING WORK. 6.TRACKING OF MUD IS NOT PERMITTED ON CITY STREETS. THE CONTRACTOR IS SUBJECT TO FINES AND STOP WORK PENALTIES FOR VIOLATION OF THIS ORDINANCE. 7.ANY WORK INVOLVING ONE OR MORE ACRES OF DISTURBED AREA REQUIRES A STATE NPDES PERMIT PRIOR TO GRADING PLAN APPROVAL. CONTACT THE ARKANSAS DEPARTMENT OF ENVIRONMENTAL QUALITY, NPDES BRANCH AT 682-0744 FOR APPLICATIONS AND INFORMATION ABOUT GENERAL PERMIT #ARR150000. B.ALL EROSION CONTROL FEATURES MUST BE INSTALLED AND MAINTAINED UNTIL THE SITE IS STABILIZED. 9. ALL DISTURBED AREAS MUST BE VEGETATED WITHIN 21 DAYS AFTER CONSTRUCTION IS COMPLETE MAXIMUM FILL SLOPE SHALL BE 3:1, EXCEPT AS SHOWN. ALL FILLS SHALL BE MADE IN 8' . . . . . . . . . . .,:� ......•Vjw*` WATER NOTES: BLDG. D ....... �11 I I I I 'PLUG, ........ 8'PLUG, ANCHOR ... LIFTS AND COMPACTED AT OPTIMUM MOISTURE CONTENT TO 95% OF MODIFIED PROCTOR ..... . . ..... ...... COLLAR, 20 LF 8- MJ ....... ........... -1557). AS DETERMINED BY IN -PLACE DENSITY TESTS. BORROW AND FILL .... ....... ... 1. ALL 6' & 8' DUCTILE IRON PIPE SHALL BE POLY WRAPPED THE ENTIRE LENGTH. DENSITY (ASTM D .....N. PIPE & 8' .... . . ......... CO 15,375 SF 2. ALL PIPE TO HA\1E A MINIMUM OF 3' OF COVER. 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 FFE 305.50 ....... ........ 11 .. ..... 3. LONG SIDE 2* SERVICE LINES ARE TO BE INSTALLED BY CONTRACTOR. ...... ...... .......... SHORT SIDE SERVICE LINES WILL BE INSTALLED BY CENTRAL ARKANSAS WATER. THE UNIFIED SOILS CLASSIFICATION SYSTEM ARE CONSIDERED SUITABLE. SHALE MATERIAL USED IN FILL SHALL BE COMPACTED AT 3% ABOVE OPTIMUM MOISTURE .... .... 4. ALL PROCEDURES, MATERIALS, AND WORKMANSHIP SHALL CONFORM TO 3. THE CONTRACTOR SHALL COORDINATE WITH EACH UTILITY COMPANY PRIOR TO FFE z; 305.00 . . . . . . . . . . THE LATEST SPECIFICATIONS OF THE CENTRAL ARKANSAS WATER. .. ............. . .... .... ;_� ... 5. ALL NON-METALLIC MAINS SHALL BE WRAPPED WITH 16 GA. COPPER WIRE. .... . .. . . . . . . . . , -,� , ei�, - - . N OA ANY EXCAVATION. ANY DAMAGE TO UTILITY LINES CAUSED BY THE CONTRACTOR \' CHO E, 6- 6. ALL BLOW OFFS SHALL BE REMOVED AFTER SUCCESSFUL TESTING. OPERATIONS SHALL BE REPAIRED AT THE CONTRACTORS EXPENSE. THE CONTRACTOR ................. ......... .......... . .... .. VALVE 1 7. MAXIMUM ALLOWED DEPTH OF WATER MAIN IN A SHARED GAS TRENCH IS 48 SHALL VERIFY THE HORIZONTAL AND VERTICAL ALIGNMENT OF EXISTING AND .................. ....... PROPOSED STORM SEWER, SANITARY SEWER AND WATER LINES TO ENSURE THAT THEY ...... Y RANT, 8, MAINTAIN 18" VERTICAL SEPARATION BETWEEN WATER/SEWER CROSSINGS. ARE INSTALLED WITH ADEQUATE COVER AND CLEARANCE. ALL ROUGH GRADING SHALL .. ... . 9. MAINTAIN 5' HORIZONTAL SEPARATION BETWEEN PARALLEL UTILITIES. BE COMPLETE BEFORE INSTALLATION OF STORM SEWER, SANITARY SEWER AND ORNAMENTAL 10. ALL P.V.C. PIPE SHALL BE TYPE SOR 17, PRESSURE CLASS 250. . ........... . APPURTENANCES. WATER MAINS, SERVICES AND APPURTENANCES. ALL UTILITY 0� .............. IMETAL FENiC4W1NGI' 11. ALL DUCTILE IRON WATER PIPE SHALL BE CLASS 50. . ............... ..... TRENCHES SHALL BE BACKFILLED AND COMPACTED WITH SELECT MATERIAL AS '000or ........ .... ............ SPECIFIED IN NOTE #2 ABOVE. ........... 16. ........................ !C&, . . . . . . . . .*. . ........................ .... ..... OFFSIDE SERVICE INSTALLATION NOTES 4. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE LAWS, CODES AND .................... .. ... ORDINANCES GOVERNING WORK AT THIS TYPE. 1. ALL SERVICE LINE INSTALLATIONS SHALL HAVE MINIMUM 36" DEPTH. ............. . . ......... 5. ANY EXCESS EXCAVATED MATERIAL SHALL BE STOCKPILED OR PLACED IN AREAS AS .. ............ DIRECTED. ALL FILLS ON SITE IN AREAS OF FUTURE BUILDING CONSTRUCTION SHALL BE MADE 2. ALL LINES SHAL BE EXTENDED TO LOT/ROW LINE. TAPPED ONTO MAIN AND A 2' PLUG INSTALLED AT THE END OF THE SERVICE LINE. IN 8" UFTS AND COMPACTED TO 95% MODIFIED PROCTOR DENSITY. FFE 305.00 3. A 2' VALVE SHALL BE INSTALLED AT MAIN WHERE SERVICE LINE IS R11, FIELD VERIFY EXSITN 6. THE CONTRACTORS ATTENTION IS SPECIFICALLY CALLED TO THE LOCATION OF ... ...... A 1" COPPER BLOW OFF SHALL BE INSTALLED AT THE END OF THE 2" LINE. I nnl�llri,,Tc �17 CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ..... ... .. .... .......... .......... UTILITIES AND NOTIFY iv� ci_i or � P.V.C.CLASS cc ��A Dior ln� �AIJIIIN IMPROVEMENTS. 11, 4. A" SERVICE u$ - DAMAGING ANY EXISTING IMPROVEMENTS WHICH ARE TO REMAIN PRIOR TO . . . . ... I ASPHALT ENGINEER OF CONFLICTS SPECIFICATIONS. E T' ;U SUBMITTING HIS BID. THE CONTRACTOR SHALL REVIEW THE PLANS AND 'XIT PAVEMENT TH ....... REGiS*T* D HE SHALL VISIT THE SITE AND INSPECT THE CONDITION OF THE SITE AND E ADJACENT 0 GRAPHIC SCALE Z PRO IONAL IMPROVEMENTS. ...... ................. ...... ...... GINEER 7. THE CONTRACTOR SHALL CALL 'ONE -CALL" FOR LOCATION OF ALL unUTIES ....... 20 0 10 20 40 so PRIOR TO COMMENCEMENT OF ANY EXCAVATION. No 11643 PQ 8. SITE & GRADING PLAN DESIGN BASED ON SURVEY PROVIDED BY OTHERS. an 41 CONTRACTOR SHALL NOTIFY ENGINEER OF ANY GRADE CONFLICTS. R. IN FEET 41 - WATER & SANITARY SEWER CROSSINGS I inch = 20 fL is 41.1 WATER MAINS INSTALLED OVER A SANITARY SEWER MAIN OR SEWER SERVICE MUST HAVE A CLEAR DISTANCE BETWEEN PIPES OF Al LEAST EIGHTEEN (18) INCHES. cl( Oil •#I R26 43 41.1.1 FOR SANITARY SEWER SERVICES IF 18 INCHES OF CLEARANCE CAN NOT BE OQ� UTILIZE EXISTING CONCRETE <,3 APRON & CURB CUT AT 0-. PROVIDED OR WHEN WATER MAII MUST PASS UNDER THE SERVICE LINE, THE INSTALL THOMAS SEWER SERVICE LINE SHALL BE REMOVED AND REPLACED WITH DUCTILE IRON OWNERS DISCRETION. Of / TAPPING SLEEVE , 8. J6 ENGINEERING PRESSURE PIPE AS SHOWN IN }HE DETAILED DRAWINGS. 0. 41.1.2 FOR SANITARY SEWER MAINS, IF 18 INCHES OF CLEARANCE CAN NOT BE COMPANY PROVIDED OR WHEN THE WATER MAIN MUST PASS UNDER THE SEWER MAIN, EITHER THE SANITARY SEWER MAIN OR THE WATER MAIN SHALL BE ENCASED IN TWENTY FEET OF WATERTIGHT ENCASEMENT PIPE, CENTERED OVER THE POINT 3810 LOOKOUT ROAD, N. LITTLE ROCK, AR. 72116 OF CROSSING. THE ENDS OF THE ENCASEMENT PIPE SHALL BE SEALED WATERTIGHT. ENCASEMENT SP9ERS ARE NOT REQUIRED. TEL: 501-753-4463 FAX: 501-753-6814 41.1.3 SANITARY SEWER MAIN AND SEWCE LINE REPLACEMENT SHALL BE APPROVED BY THE LOCAL WASTEWATER UTILITY HAVING JURISDICTION. CONTACT ENGINEER OF GRADING CONFLICTS VALVE & V FILL LL. Af CONNECTION > 94 0 0 % I E PRELUAIINIAilxi FOR CONSTRUCT10i v PLAN STAGECOACH ROAD ROCK, ARKANSAS APPROVED DRAWN BY DATE SHEET NO. ITRP 4/10/15 SCALE 1" = 20' 1 SITE &UTILITY USA STORAGE LITTLE