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HomeMy WebLinkAbout20130223 Ver 2_Application_20130311vv HO R S E P E N C K HOR S E P E N C K DUMPCONC BST PARKING U S 2 2 0 B A T T L E G R O U N D A V E . F F FFILL IN WETLAND MISSED IN DESIGN NOTES: SUBMITTAL AT BRIDGE BENT 27 RIGHT IS AN IMPACT OF 0.024 ACRE. 1. THE AREA THAT WAS APPARENTLY OVERLOOKED IN THE ORIGINAL Fill Lines GREENSBORO WESTERN LOOP PROJECT 168 VECELLIO & GROGAN LEGEND: DENOTES FILL IN WETLAND DENOTES MECHANIZED CLEARING DENOTES HAND CLEARING DENOTES EXCAVATION IN WETLAND PERMANENT IMPACT F F E E HC HC NOTES: 1. PROPOSED STREAM CROSSING TO ACCESS THE EAST SIDE OF HORSEPEN CREEK WILL BE CONSTRUCTED AS PER STANDARD 1645.01. 2. UPON OWNER ACCEPTANCE, CONTRACTOR WILL DESIGN STREAM CROSSING TO PASS THE PEAK BANKFULL FLOW FROM OVER TOPPING. 3. THE PROPOSED ACCESS WILL BE 30' WIDE AT THE STREAM CROSSING, REQUIRING 80 LINEAR FEET OF TEMPORARY STREAM IMPACT. GRADE AND CONTOUR. 4. THE TEMPORARY STREAM IMPACTS WILL BE RETURNED TO PRE-DISTURBANCE CAP STONE EC CLASS B RIPRAP 36" CASING PIPE GEOTEXTILE 5. CARE WILL BE TAKEN TO PRESERVE THE NATURAL STREAM BED.GREENSBORO WESTERN LOOP PROJECT 168 VECELLIO & GROGAN PROPOSED STREAM CROSSING LEGEND: BUFFER ZONE 1 BUFFER ZONE 2 PROPOSED PIPE STREAM CROSSINGTEMPORARY STREAM IMPACT SHEET 2 OF 2 PROFILE OF PROPOSED STREAM CROSSING N.T.S. N.W. 742.10' 6-26-12 747.80' vHORSEPEN CK 11 4 11 3 11 2 v SR2499 DRAWBRIDGE P A R K W A Y vv HORSEP E N C K H O R S E P E N C K US2 2 0 B A T T L E G R O U N D A V E . Pr o p o s e d G a s L i n e s Ex i s t i n g G a s L i n e Fi l l L i n e s Fi l l L i n e s De t o u r D U M P C O N C BS T P A R K I N G Ex i s t i n g G a s L i n e GREENSBORO WESTERN LOOP PROJECTAREA OF WETLAND IMPACT FOR WORK BRIDGE PROPOSAL ELIMINATION OF PROPOSED WORK BRIDGE AREA WITHIN THE WETLAND BOUNDARIES TOTAL AREA 0.39 ACRESPROPOSED ADDITIONAL WORK BRIDGE AREA WITHIN THE WETLAND BOUNDARIES TOTAL AREA 0.20 ACRESRESULTING IN A TOTAL REDUCTION OF 0.19 ACRESORIGINAL DESIGN INDICATES 7,000 LF OF WORK BRIDGECONTRACTORS PROPOSAL SUGGESTS 5,927 LF OF WORK BRIDGESR2499 DRAWBRIDGE PARKWAY US2 2 0 B A T T L E G R O U N D A V E . CO N T R A C T O R P R O P O S E D A C C E S S FR O M L A Y D O W N / S T A G I N G A R E A , RE Q U I R I N G 6 9 7 S . F . ( 0 . 0 1 6 A C R E S ) OF A D D I T I O N A L F I L L I N W E T L A N D S .. \ . . \ . . \ . . \ . . \ L O G O S \ V _ G L o g o w i t h n a m e 2 x 8 p r i n t r e s . j p g Gr e e n s b o r o W e s t e r n L o o p Wo r k B r i d g e Le g e n d Pr o p . R e m o v a l 0 SC A L E : 1 " = 1 0 0 ' 10 0 20 0 TE M P O R A R Y I M P A C T S Pr o p . A d d i t i o n We t l a n d F i l l 113 112 vv HO R S E P E N C K Fill Lines Detour U S 2 2 0 B A T T L E G R O U N D A V E . 80 L.F. PROPOSED STREAM CROSSING LOCATION Sp. Sediment Control Fence Location GREENSBORO WESTERN LOOP PROJECT 168 VECELLIO & GROGAN PROPOSED STREAM CROSSING LEGEND: BUFFER ZONE 1 BUFFER ZONE 2 PROPOSED PIPE STREAM CROSSINGTEMPORARY STREAM IMPACT SHEET 1 OF 2