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HomeMy WebLinkAboutZ-6596-A Map 1020 10 0 20 40 SCALE SOIL LOSS CALCULATIONS SOIL TYPE: SALLISAW URBAN ; K=.32 A=300(K)(LS)(C)(P) INITIAL SOIL LOSS: L=400' @ 1% ; LS = .175 A=300(.32)(.175)(1)(1)=16.8T/A/Y POST -GRADING SOIL LOSS: L=400' © 1% ; LS = 0..175 A=300(.32)(.175)(0.24)(1)=4.03T/A/Y SO, USE STRAW AT 1.5 T/A ON DISTURBED AREA FOLLOWING GRADING. E LOT 1 REPLAT SOUTHALL SUBDIVISION HEADWALL LOT 476 PLEASANTREE FIRST ADDITION 'cJ FLOW FENCE POST SILT FENCING LOW FLOW _ NATIVE MATERIAL— f 4' VERTICAL FACE EMBEDDING DETAIL PLAT 3DIVISION LEGEND C� FIRE HYDRANT o WATER METER ® WATER VALVE J MANHOLE O UTILITY POLE LIGHT POLE m GAS METER E) WOOD FENCE -- CHAIN LINK FENCE — =—w— EXISTING UTILITY LINE OHE = OVERHEAD ELECTRIC SS = SANT. SEWER FLOW AIGLE FIRST STAKE THROUGH FtEVIOUSLY WD STRAW BALE FLOW STAKE 1.5' TO 2' IN GROUND STRAW BALES PLACED ALONG EQUAL CONTOUR STRAW BALE DIKE & SIli-EUNKEE PROPERTY DESCRIPTION GENERAL NOTES 1. THE LOCATION OF THE EXISTING WATER AND GAS UTILITIES ARE BASED ON RECORDS FROM SAID UTILITY COMPANIES AND ARE HORIZONTALLY FIELD LOCATED ONLY. THE CONTRACTORS SHALL BE RESPONSIBLE FOR DETERMINING ACTUAL LOCATION, 2. CONTRACTOR TO UNCOVER AND MARK UTILITY LINES BEFORE CONSTRUCTION. 3. CONTRACTOR SHALL BEAR ALL RESPONSIBILITY AND COST OF REPAIR OR REPLACEMENT OF EXISTING UTILITIES, DAMAGED OR INTERRUPTED AS A RESULT OF THIS CONSTRUCTION PROJECT. 4. CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER AND THE OWNER OF ANY DAMAGED OR INTERRUPTED UTILITIES IMMEDIATELY. 5. CONTRACTOR SHALL NOTIFY PROJECT ENGINEER PRIOR TO BEGINNING WORK. 6. ALL AREAS WITHIN THE PARKING LOT ARE TO RECEIVE A GRAVEL BASE TO PROVIDE EROSION CONTROL IF WORK IS NOT PROGRESSING IN AN ORDERLY MANNER. A RATE OF 135 TONS/ACRE IS TO BE APPLIED WITHIN TWO WEEKS OF FINAL GRADING. 7. ALL AREAS NOT WITHIN THE PARKING LOT ARE TO RECEIVE LOOSE STRAW TO PROVIDE EROSION CONTROL IF WORK IS NOT PROGRESSING IN AN ORDERLY MANNER. A RATE OF 1.5 TONS/ACRE IS TO BE APPLIED WITHIN TWO WEEKS OF FINAL GRADING. 8. CONTRACTOR WILL CONTROL AND PREVENT OFF-SITE TRACKING OF CONSTRUCTION RUNOFF AND SEDIMENT TO ADJACENT PROPERTY AND PUBLIC ROADS. 9. CONTRACTOR IS TO PROTECT EXISTING STORM DRAINAGE SYSTEM ACCORDING TO PROTECTION ILLUSTRATIONS PROVIDED. TRACT C-1, RAINWOOD FOREST, LITTLE ROCK, ARKANSAS AS RECORDED IN PLAT BOOK 36, PAGE 92, IN THE OFFICE OF THE CIRCUIT CLERK OF PULASKI COUNTY, ARKANSAS.