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HomeMy WebLinkAbout18-047 MapLu ri 11 �E�OOR/E GP�7\ II. S88033'13"E 516.72' S r �� r r ,70© SF o r ......... FFE FFE = 305.00 FFE= 304.60 CIVIL ENGINEERING COMMENTS: ,• r / 1.A GRADING PERMIT MUST BE OBTAINED PRIOR TO THE INITIATION OF WORK. PERMITS - / FFE 304,00. / MAY BE ACQUIRED FROM THE PUBLIC WORKS DEPARTMENT AT 701 WEST MARKHAM r ONE GPV' '' 50.�0 d d TREET AFTER APPROVAL OF EROSION CONTROL PLAN. CONTACT VINCE FLOR!ANI AT / o o 371 4817 WITH ANY QUESTIONS. `+1 2. ULING OF FILL MATERIAL ON OR OFFSITE OVER MUNICIPAL STREETS AND ROADS ARKANSAS STATE LAW REQUIRES THAT THE EXCAVATOR / / BLDG• C oo / REQUIRES APPROVAL PRIOR TO A GRADING PERMIT BEING ISSUED. CONTACT PUBLIC IS TO LOCATE ALL EXISTING UTILITIES IN ACCORDANCE a.; .. '`� 6 50�.J�F r a WORKS TRAFFIC ENGINEERING AT 821 S. BROADWAY, 379-1805 (TRAVIS HERBNER) FOR WITH THE ARKANSAS UNDERGROUND FACILITIES DAMAGE �' '"� ' ' MORE INFORMATION. PREVENTION ACT. THIS LAW REQUIRES THAT THE EXCAVATOR FFE- 303.50 / - MEL HALL 1-590-7a FOR _„ CONTRACTOR N � 3.THE C TOR IS RESPONSIBLE FOR CONTACTING L (50 65) ' % '� '�` INSPECTION OF ALL WORK IN THE RIGHT-OF-WAY. MAKE A TELEPHONE CALL TO THE ARKANSAS ONE CALL 4.,17 COMPLETION roLETION AN. ACCEPTANCE OF THE WORK IN THE RIGHT—OF—WAY, THE SYSTEM AT 1-800-482-8998 AT LEAST TWO WORKING _ 1 ",,-a / / ( �w CONTRACTOR SHALL SUBMIT A ONE (1) YEAR MAINTENANCE BOND FOR 50 PERCENT OF DAYS PRIOR TO EXCAVATION TO INSURE THAT ANY EXISTING THE TOTAL COST OF IMPROVEMENTS IN THE RIGHT-OF-WAY AND EASEMENTS. ALSO, UTILITIES CAN BE LOCATED. / PROVIDE AS -BUILT DRAWINGS OF INSTALLED INFRASTRUCTURE. 2 1N �S r 5.CONTACT MEL HALL, PUBLIC WORKS CIVIL ENGINEERING, AT 918-7465 FOR ON -SITE } �4 � CLARIFICATION OF GRADING PERMIT REQUIREMENTS PRIOR TO COMMENCING WORK, 770 FFE = 304.00 / / ( 6.TRACKING OF MUD IS NOT PERMITTED ON CITY STREETS. THE CONTRACTOR IS SUBJECT BLDG.. E - a / // `/ rJ 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 s FFE = 304.50 ro� r // Q_ QJ NPDES PERMIT PRIOR TO GRADING PLAN APPROVAL. CONTACT THE ARKANSAS GENERAL SITE CONSTRUCTION NOTES: t� >s 4,650 SF / DEPARTMENT OF ENVIRONMENTAL QUALITY, NPDES BRANCH AT 682-0744 FOR 1. THE CONTRACTOR SHALL CONTROL EROSION ON THE SITE. ALL SLOPES SHALL BE so, / ® APPLICATIONS AND INFORMATION ABOUT GENERAL PERMIT #ARR150000. FERTILIZED, SEEDED AND MULCHED (OR LANDSCAPED) AS DIRECTED BY THE OWNER OR >� FFE=305.50 06 // �' VO B.ALL EROSION CONTROL FEATURES MUST BE INSTALLED AND MAINTAINED UNTIL THE SITE �pOp / I / `, IS STABILIZED. HIS REPRESENTATIVE. THE CONTRACTOR SHALL FILE A NOTICE OF INTENT WITH THE �s oo vV, 9. ALL DISTURBED AREAS MUST BE VEGETATED WITHIN 21 DAYS AFTER CONSTRUCTION IS ARKANSAS DPC&E. THE SITE SHALL BE GRADED TO MAINTAIN POSITIVE DRAINAGE DURING r CONSTRUCTION. THE WATER SHALL NOT BE ALLOWED TO POND. ��� //,/ / /'��� COMPLETE 2. ALL AREAS TO BE CUT OR FILLED SHALL BE CLEARED AND GRUBBED. THE / v MAXIMUM FILL SLOPE SHALL BE 3:1, EXCEPT AS SHOWN. ALL FILLS SHALL BE MADE IN 8" LIFTS AND COMPACTED AT OPTIMUM MOISTURE CONTENT TO 95% OF MODIFIED PROCTOR BLDG. D �� °0' / / / 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 15,375 SF V, THAN 40 OR OTHER APPROVED FILL. FILL SOILS CLASSIFYING AS SC OR GC ACCORDING TO FFE=.305.50 THE UNIFIED SOILS CLASSIFICATION SYSTEM ARE CONSIDERED SUITABLE. SHALE o // MATERIAL USED IN FILL SHALL BE COMPACTED AT 3% ABOVE OPTIMUM MOISTURE \� / 3. THE CONTRACTOR SHALL COORDINATE WITH EACH UTILITY COMPANY PRIOR TO FFE 305.00 / \ = ANY EXCAVATION. ANY DAMAGE TO UTILITY LINES CAUSED BY THE CONTRACTOR 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 h ARE INSTALLED WITH ADEQUATE COVER AND CLEARANCE. ALL ROUGH GRADING SHALL BE COMPLETE BEFORE INSTALLATION OF STORM SEWER, SANITARY SEWER AND \/ / / \ /,/ �^b APPURTENANCES, WATER MAINS, SERVICES AND APPURTENANCES. ALL UTILITY TRENCHES SHALL BE BACKFILLED AND COMPACTED WITH SELECT MATERIAL AS SPECIFIED IN NOTE #2 ABOVE. \� 'Ile 4. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE LAWS, CODES AND / ORDINANCES GOVERNING WORK AT THIS TYPE. \� / 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 / IN 8" LIFTS AND COMPACTED TO 95% MODIFIED PROCTOR DENSITY. 6. THE CONTRACTORS ATTENTION IS SPECIFICALLY CALLED TO THE LOCATION OF FFE = 305.00 / THE EXISTING IMPROVEMENTS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR �osirsr� �01�` p TEE 5, 0 ate. DAMAGING ANY EXISTING IMPROVEMENTS WHICH ARE TO REMAIN PRIOR TO �� ���, ARISAIVJAS SUBMITTING HIS BID. THE CONTRACTOR SHALL REVIEW THE PLANS AND SPECIFICATIONS. HE SHALL VISIT THE SITE AND INSPECT THE CONDITION OF THE SITE AND THE ADJACENT EXIT GATE / N ®e IMPROVEMENTS. GRAPHIC SCALE .REGIST EZ) 7. THE CONTRACTOR SHALL CALL "ONE -CALL" FOR LOCATION OF ALL UTILITIES PROF IONAL PRIOR TO COMMENCEMENT OF ANY EXCAVATION. hp� ! zo 0 0 20 ea eo a INEER v'o B. SITE & GRADING PLAN DESIGN BASED ON SURVEY PROVIDED BY OTHERS. N o = * * * CONTRACTOR SHALL NOTIFY ENGINEER OF ANY GRADE CONFLICTS. o.11643 �PO, ( IN FEET �uR/O0'' i inch = 20 ft. THOMAS SITE PLAN ENGINEERING ' COMPANY , ;LL „IOMAs �: USASTORAGE ,� . e q i : Cy No.94 STAGECOACH ROAD 3810 LOOKOUT ROAD, N. LITTLE ROCK, AR. 72116 v/ 'y� ��` PHASE 2 \ f ,�. .° ° ° TEL: 501-753-4463 FAX: 501-753-6814 i_; LITTLE ROCK, ARKANSAS Q. `-`"`�l � °p°° APPROVED DRAWN BY DATE SHEET N0. TRP 6/27/18 SCALE 1 1"=20'