20211160 Ver 1_20210722 Asbury Road - Culvert Replacement plans_20210727

SHEETING PRIOR TO LEAVING THE PROJECT. COVERED WITH FILTER FABRIC OR PLASTIC HOURS, ANY EXPOSED DIRT SHOULD BE THROUGH THE PROJECT DURING EVENING GIVEN THE FACT THAT WATER WILL FLOW FILTERED THROUGH AN APPROVED SILT BAG. SHEET FLOW THROUGH VEGTATION OR BE AROUND THE PROJECT SITE AND ALLOWED TO CONDITIONS. WATER SHALL BE PUMPED WITHIN THE STREAM BE COMPLETED IN DRY NOTES: IT IS REQUIRED THAT ALL WORK ISSUE.TO ENSURE THAT ERODING SOILS ARE NOT AN THE NEW STRUCTURE. USE EXTRA MEASURE EXISTING STRUCTURE AND INSTALLATION OF BMP'S ARE ADHERED TO DURING REMOVAL OF NOTES: STAGE ALL WORK SO THAT NCDOT STATED ABOVE.EACH STAGE SHALL NOT EXCEED THE LIMITS SLOPE, OR GREATER THAN 2 ACRES IN AREA. 20 FEET IN HEIGHT MEASURED ALONG THE AND FILL SLOPES WHICH ARE GREATER THAN MULCHING SHALL BE DONE IN STAGES ON CUT AS GRADING PROGRESSES. SEEDING AND VEGETATIVE COVER ON CUT AND FILL SLOPES CONSIST OF THE ESTABLISHMENT OF A THE WORK COVERED BY THIS SECTION SHALL STAGE SEEDING:INDICATED ON THE EROSION CONTROL PLANS."ENVIRONMENTALLY SENSITIVE AREAS" AS DITCHES AND OTHER AREAS WITHIN THE WITHOUT STABILIZATION OF SLOPES, SHALL LAPSE INTO THE CONTRACT TIME ESTABLISHMENT. NO APPRECIABLE TIME IMMEDIATELY FOLLOWING FINAL GRADE ON THE AREAS DISTURBED BY CONSTRUCTION SEEDING AND MULCHING SHALL BE PERFORMED FOLLOWING GRADE ESTABLISHMENT.SHALL BE INSTALLED IMMEDIATELY COVER SUFFICIENT TO RESTRAIN EROSION STANDARD SPECIFICATIONS AND VEGETATIVE IN ACCORDANCE WITH SECTION 1660 OF THE SEEDING AND MULCHING SHALL BE PERFORMED SEEDING AND MULCHING:SPECIFICATIONS.107-13(B) OF THE STANDARD ACCOMPLISHED IN ACCORDANCE WITH SECTION LIMITS OF THIS PROJECT MUST BE ANY CROSSING OF STREAMS WITHIN THE TEMPORARY STREAM CROSSINGS:SPECIFICATIONS.SECTION 108-7 OF THE STANDARD SUSPENSION OF WORK IN ACCORDANCE WITH FOR THE ENGINEER TO DIRECT THE AREAS" AS SPECIFIED WILL BE JUST CAUSE MANNER IN "ENVIRONMENTALLY SENSITIVE PHASE OF CONSTRUCTION IN A CONTINUOUS PART OF THE CONTRACTOR TO COMPLETE ANY BEGINNING OF NEXT PHASE. FAILURE ON THE PERMANENTLY STABILIZED PRIOR TO THAT EACH PHASE IS COMPLETE AND AREAS PROGRESS IN A CONTINUOUS MANNER SUCH CONSTRUCTION WITHIN THESE AREAS MUST CONTINUOUS MANNER UNTIL COMPLETE. ALL AREAS", WORK WILL PROGRESS IN A IDENTIFIED "ENVIRONMENTALLY SENSITIVE ONCE GRADING OPERATIONS BEGIN IN GRADING:FOLLOWING THE CLEARING OPERATION.DEVICES SHALL BE INSTALLED IMMEDIATELY GRADING OPERATIONS. EROSION CONTROL UNTIL IMMEDIATELY PRIOR TO BEGINNING SHALL BE ALLOWED IN THIS BUFFER ZONE ONLY CLEARING OPERATIONS (NOT GRUBBING) STREAMBANK, (OR CENTER OF DEPRESSION). DEPRESSION), MEASURED FROM TOP OF ZONE ON BOTH SIDES OF THE STREAM (OR SHALL BE DEFINED AS A 50 FOOT BUFFER THE "ENVIRONMENTALLY SENSITIVE AREA" 200-1, IN THE STANDARD SPECIFICATIONS. AS DESCRIBED IN SECTION 200, ARTICLE PRIOR TO BEGINNING GRADING OPERATIONS GRUBBING OPERATIONS UNTIL IMMEDIATELY PERFORM CLEARING OPERATIONS, BUT NOT SENSITIVE AREAS", THE CONTRACTOR MAY CONTROL PLANS AS "ENVIRONMENTALLY IN AREAS IDENTIFIED ON THE EROSION CLEARING AND GRUBBING:WITHIN THE PROJECT.SEEDING AND MULCHING AND STAGED SEEDING SPECIAL PROCEDURES TO BE USED FOR ON THE PLANS. THIS ALSO REQUIRES OPERATIONS WITHIN THE AREA IDENTIFIED TEMPORARY STREAM CROSSINGS, AND GRADING TO BE USED FOR CLEARING AND GRUBBING, DESIGNATION REQUIRES SPECIAL PROCEDURES "ENVIRONMENTALLY SENSITIVE AREA." THIS THIS PROJECT IS LOCATED IN AN ENVIRONMENTALLY SENSITIVE AREAS:THE PILING.FLOOD EVENT DOES NOT CREST THE TOP OF SUFFICIENT HEIGHT SO THAT A 100-YR THE SHEET PILING SHOULD BE OF EARTHEN DAM FOR THE IMPERVIOUS DIKE, IF SHEET PILING IS USED IN LIEU OF AN CONTROL".BID PRICE FOR "LUMP SUM FOR EROSION BE INCLUDED IN THE CONTRACT PROVISION. PAYMENT FOR SUCH WORK SHALL DIKE(S) AS DESCRIBED IN THIS MAINTENANCE, AND REMOVAL OF IMPERVIOUS WORK OF INSTALLATION, NO DIRECT PAYMENT SHALL BE MADE FOR THE STREAM TAKES PLACE.ESTABLISHED BEFORE CONTACT WITH THE UNLESS VEGETATION CAN BE IT IS IN DIRECT CONTACT WITH THE STREAM CONSTRUCT AN IMPERVIOUS DIKE WHEN EARTH MATERIAL SHALL NOT BE USED TO FABRIC.POLYPROPYLENE OR OTHER IMPERVIOUS ACCEPTABLE SIZE STONE LINED WITH SANDBAGS, AND/OR THE PLACEMENT OF AN NOT BE LIMITED TO SHEET PILES, ACCEPTABLE MATERIALS SHALL INCLUDE BUT DIRECTED BY THE ENGINEER.NOTED ON THE PLANS OR AS AN ACCEPTABLE MATERIAL IN THE LOCATIONS IMPERVIOUS DIKE SHALL BE CONSTRUCTED OF SILTATION OF THE STREAM. THE SITE OR CONTRIBUTE TO SEEPAGE OF WATER INTO THE CONSTRUCTION IMPERVIOUS DIKE SHALL NOT PERMIT APPROVED BY THE ENGINEER. THE IMPERVIOUS DIKE IN SUCH A MANNER CONTRACTOR SHALL CONSTRUCT AN CONSTRUCTION SITE. THE DIVERTING NORMAL STREAM FLOW AROUND THE DIKE FOR THE PURPOSE OF MAINTAINING, AND REMOVING AN IMPERVIOUS CONSISTS OF FURNISHING, INSTALLING, THE WORK COVERED BY THIS SECTION IMPERVIOUS DIKE:DOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETEDREVISIO N S HYDRAULICSROADWAY DESIGNENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO.PSH-4ASBURY RD.22-JUL-2021 09:47S:\DDC\2021-AsburyRd\AsburyRd_psh.dgn$$$$USERNAM E$$$$8/7/21
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITIONDOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETED0PLANSGRAPHIC SCALE20401020(SEE STRUCTURE PLANS FOR DETAILS)WITH 40'-6" X 14'-10" HEADWALL58'-6" LF OF 13'-11" x 9'-5" CASPPA DIKEIMPERVIOUS18 LF OFDIKEIMPERVIOUS23 LF OF ELEV=1139.34'E-1578888N-997742TOP OF REBARBM-1ELEV=1138.69'E=1578855.1040N=997749.7300GPS-2EX. PIPEINV=1126.72'EX. PIPEINV=1127.47'CULTIVATED FIELDMEADOW BRANCH NC GRIDNAD 83 NA 201178" CMPSR 1400 ASBURY ROAD22' PAVED1127112711281128
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Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts StreamNo. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)1 N/A PIPE RELOCATION 18 TOTALS*: 0 18 0*Rounded totals are sum of actual impactsNOTES:Revised 2018 Feb SHEET 1OF 1 WETLAND AND SURFACE WATER IMPACTS SUMMARYWETLAND IMPACTS SURFACE WATER IMPACTSSTOKESDF17009.5085012SR 1400 ASBURY ROADNC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYSJULY 20, 2021Structure length is being reduced from 60 LF (Existing 78" CMP) to 58.5 LF (Proposed 13'-11" x 9'-5" CASPPA)