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Home My WebLink AboutNCC216365_Site Plan or Location Map_20211124o......................................................... e .... I \ ` - .. vi uv of n�. �.... ...... .... (BOTH SIDES) �lTRE%E PROTECTION �..FENCE(TYP) .......... .................................................. (02,827 SCF ` ....... .. 1 I / DW CULVERT 1 J RIP RAP FILTER BERM �1.. .. .............. o _o \ \ \ LOT 3 \ \ \ \ \I \ 1..... i FES IN: 781 .15 .....,.. ..... A BASIN TYP \ a... yam \ \ \ �� / j _ ( ) X.......:::::::::::::::::::::::::::::::::::::::�� V A \ V A \ 3.91 ACRES \ \ \ �`v \\ \.....:`............................................. .....................................24"RED-OAK....... ....................................... �. \ \ \ \ \ \ \ \ / / \ // j ` ..... l I \ ................. ................................... g a \ \ \ \ I \ �-...................................om t ... \ \ \ \ \ \ \ SILT FENCE OUTLET \ \ \ \ \ \ \ \ \ \ DISTURBED LIMITS: 1.38 AC \ / \ �.x...... \ \ \ \ \ \ / / STD 509.1 ............................. ..... \ \ \ / Z S"' N1.= 4 A K.' ........ � o, ......... � .. �... ............. \ \ \ \ \ \ \ � (TYP) ...................... I I �'o \ .......... s. \ \ \ \ \ \\ \ \ \ / \ \ \ DITCH #3 / CHECK DAM (TYP) ! �................ .. I ` F o �: T �I - - .. .. ....................... s �............. a �� \ \ \ \ ti \ \ \ i \ \ i / I ........�:�. �` o2T\ $ .............................. TREE SAVE AND \ \ \ - .... I COS - 2 Go ono roe t . OPEN SPACE LIMITS \ti )( \ \ \ \ \ \ _ \ - \\ \\\ i/ \ \ \ L. \TED ........ ` 2 O ................................\ \ \ \ �'.'.'.'.'.'.'.'.'.'. ... ... \ LOT 4 \ ' LOT 5 j ...�..... \ \ / \ \ 1.35 ACRES - - / LOT 6 PH E 1B .,®......�............................ .. \ \/.-.�. ...I..... \ \ \/ \ \ i 1.15ACRES 1.42ACRES ......(....................:.. ....................'........ \ \ .\.'�"... '` /mil \ I I ... ........... ......... \ .. ........... �............................. \ \ �°°� :: .. \ \ \ - - SEE INDIVIDUAL LOT \ .....................1.... �................. \ \ \ gB \.... i i \ \ - i �...... . \ I :j..............:1:::` I . ..........:�................. \ \ - o \ \ GRADING SHEETS \ ...:: :... - - .. w=..AKA:: :. \ � � I N/F ♦ .................t....................... ..//. (... FOR GRADING ............. \ \..... .. ..2W ..K.......�...�. NAG SC75 MATTING TO BE PROVIDED WITHIN �...............(...... ss �.............. ss HELENE C. TILSON \ ALL DITCHES. SIDE SLOPES TO BE SEEDED IF IN NOTES PIN #019-351-23e�............�...........�... \ PLACE FOR 7 0R MORE DAYS. ADDITIONAL .............. \ ..... \ '.'C.'. �'........ . '.'............. y .. ��°0 �o ... \.'. \ / ...................... ❑ DB 13021 PG 23 om° e.............. \ ......... \: .......... % MATTING MAY BE REQUIRED TO PROVIDED n ........�i....°� \ MB 36 PG 73.................... \ �.......... I \ .� .. ... a / PROPER STABILIZATION. SEE DETAIL SHEET Cl5 . . . . . . . . . . . . . . . . I ... . ............................ \ \\\\ \ \ ............ - \ _ ZONED: TR ................. ... \ ...a .........................................ems \ \ \ \ \ \ ....... zb'cury..........................\.. ...\ .. \ \ \\ \ \ \ \ \ \ \ - _ \ j / ✓ ... /I .............................................. .......................... .......... NATURAL ./.. \ \ OPEN SPACE:. . ....L ........... 230,154 SF f�\. ... \ \ \ \ \ 1..................... .................. ........................ - �.. \. . �............. 5.28 ACRES � - L..1..................... l (.......... .. 8 ........... \....... \..�..........................................1.../..../.......I�..... ............ ........................... \ \ i .......................................................................................................\...............................,........ 6 .. ... .�.�...................�..n ....L.......... ..\... .. ..........\..�.... ..�.... .........�.... ....r.......... ...... ............./.......f..... ..I�....... TREE SAVE LIMITS ...... ..... ..... ........ ..........L...............................25 GUM..... � �......... \........ ..................(...(... .I. ..!�... .---------------------- .......... \ f . �. .. ...�.............. .. \.. .. \.. 6.. .. .. ...... 1...... - - _ ...�.\.................f................i..J.............. fj............................. -'.....................................'.�' .' .... \ .. '..'. \ . ........f .. �'I ..I .. I ....................... �........... /.. / I. ............. ............................................ �.................. .. ... ... ... ............k"10,10% .. ........................... ........................................ � e� e ................... .. .. ...'..... .'.................G................................................'.j.'.'.'....................... ............ ..... .. i'.'...'.............................. 30' ........................ .. .I.........................................�...............................................................................................................I................................................... ........ fi"� U M.'............................................................ ........... . I I'.'................................'.'.;'.'/.................................................................... �...... \��I� / .... � .Q °...................'.'�'.'.j.'.1.'................... I'.'............. N/F I ANDREW & ANDREA I VI LLALOBOS PIN #019-351-10 DB 33844 PG 8 MB 66 PG 285II ZONED: TR II II II II Town of • I*mi e e NORTH CAROLINA Plan Sheet Is Part Of The Overall Approval As Of The Following Date 08/11 /2021 N/F MICHAEL & SARAH HICKS PIN #019-351-16 DB 32083 PG 326 ZONED: TR L CONSTRUCTION SEQUENCE: 1. OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL FROM THE TOWN OF HUNTERSVILLE. 2. SET UP AN ON -SITE PRE -CONSTRUCTION CONFERENCE WITH THE FOLLOWING DEPARTMENTS: EROSION CONTROL INSPECTOR, LAND DEVELOPMENT INSPECTOR, ZONING INSPECTOR AND NCDOT. FAILURE TO SCHEDULE SUCH CONFERENCE 48 HOURS PRIOR TO ANY LAND DISTURBING ACTIVITY IS SUBJECT TO FINE. 3. INSTALL CONSTRUCTION ENTRANCE, TREE PROTECTION FENCING, SILT FENCING, DITCHES, BYPASS LINES, AND OTHER MEASURES AS SHOWN ON PLANS, CLEARING ONLY AS NECESSARY TO INSTALL THESE DEVICES. PAM TO BE INSTALLED PER COUNTY STANDARDS. 4. CALL FOR ON -SITE INSPECTION BY INSPECTOR. WHEN APPROVED, INSPECTOR ISSUES THE GRADING PERMIT AND CLEARING AND GRUBBING MAY BEGIN. 5. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES. COS-1 L 6. FOR PHASED EROSION CONTROL PLANS, CONTRACTOR SHALL MEET WITH EROSION CONTROL INSPECTOR PRIOR TO COMMENCING WITH EACH PHASE OF EROSION CONTROL MEASURES. 7. THE LAND DEVELOPMENT INSPECTOR SHOULD BE CALLED TO CONDUCT INSPECTIONS ON STORM DRAINAGE, SIDEWALKS, DRIVEWAY ON STORM DRAINAGE, SIDEWALKS, DRIVE WAY IMPROVEMENTS, AND ALL ASPECTS OF ROAD CONSTRUCTION 8. STABILIZE SITE AS AREAS ARE BROUGHT TO FINISHED GRADE. 9. COORDINATE WITH EROSION CONTROL INSPECTOR PRIOR TO REMOVAL OF EROSION CONTROL MEASURES. 10. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE N. C. EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, U. S. DEPT. OF AGRICULTURE, AND THE TOWN OF HUNTERSVILLE HUNTERSVILLE NOTES: 1. COMMUNITY ENCROACHMENT LINE MUST BE MARKED AND MAINTAINED ON SITE UNTIL FINAL GRADING IS COMPLETED. 2. INSPECTIONS SHALL BE CONDUCTED AS PRESCRIBED BY THE MAINTENANCE COVENANT. ADDITIONAL INSPECTIONS MAY BE CONDUCTED BY THE TOWN OF HUNTERSVILLE LAND USE AND ENVIRONMENTAL SERVICES AGENCY ON ANY REASONABLE BASIS, INCLUDING BUT NOT LIMITED TO: ROUTINE INSPECTIONS; RANDOM INSPECTIONS; INSPECTIONS BASED UPON COMPLAINTS OR OHTER NOTICE OF POSSIBLE VIOLATIONS; INSPECTIONS OF DRAINAGE BASINS OR AREAS IDENTIFIED AS HIGHER THAN TYPICAL SOURCES OF SEDIMENT OR OTHER CONTAMINANTS OR POLLUTANTS OR WITH DISCHARGES OF A TYPE WHICH ARE MORE LIKELY THAN THE TYPICAL DISCHARGE TO CAUSE VIOLATIONS OF STATE OR FEDERAL WATER QUALITY STANDARDS OR THE NPDES STORM WATER PERMIT; AND JOINT INSPECTION WITH OTHER AGENCIES INSPECTION UNDER ENVIRONMENTAL AND SAFETY LAWS. INSPECTIONS MAY INCLUDE, BUT ARE LIMITED TO: REVIEWING MAINTENANCE AND REPAIR RECORDS; SAMPLING DISCHARGES, SURFACE WATER, GROUNDWATER, AND MATERIAL OR WATER IN BMP'S; EVALUATING THE CONDITION OF BMPS AND STORM WATER MANAGEMENT PRACTICES. 3. RIGHT OF ENTRY FOR INSPECTION. WHEN ANY NEW BMP IS INSTALLED ON PRIVATE PROPERTY, THE PROPERTY OWNER SHALL GRANT TO THE TOWN OF HUNTERSVILLE LAND USE AND ENVIRONMENTAL SERVICES AGENCY THE RIGHT TO ENTER THE PROPERTY AT REASONABLE TIMES AND IN A A REASONABLE MANNER FOR THE PURPOSE OF INSPECTION. THIS INCLUDES THE RIGHT TO ENTER A PROPERTY WHEN THE TOWN OF HUNTERSVILLE LAND USE AND ENVIRONMENTAL SERVICES AGENCY HAS A REASONABLE BASIS TO BELIEVE THAT A VIOLATION OF THIS REGULATION IS OCCURRING OR HAS OCCURRED, AND TO ENTER WHEN NECESSARY FOR ABATEMENT OF A PUBLIC NUISANCE OR CORRECTION OF A VIOLATION OF THIS REGULATION. EROSION CONTROL NOTES: 1. ALL TOHLD "STD." NUMBERS REFER TO THE TOWN OF HUNTERSVILLE ENGINEERING STANDARDS AND PROCEDURES MANUAL. 2. ON -SITE BURIAL PITS REQUIRE AN ON -SITE DEMOLITION LANDFILL PERMIT FROM THE ZONING ADMINISTRATOR. 3. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE CITY/COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE. 4. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION OF THE CITY/COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE. i 5. ALL GRADED SLOPES MUST BE SEEDED AND MULCHED AS SPECIFIED BELOW. SECTION E: GROUND STABILIZATION Required Ground Stabilization Timeframes Stabilize within this Site Area Description many calendar Timeframe variations days after ceasing land disturbance (a) Perimeter dikes, swales, ditches, and 7 None perimeter slopes (b) High Quality Water 7 None (HOW) Zones c steeper than () Slopes p p If slopes are 10' or less in length and are p g 3:1 7 not steeper than 2:1, 14 days are allowed -7 days for slopes greater than 50' in length and with slopes steeper than 4:1 -7 days for perimeter dikes, swales, (d) Slopes 3:1 to 4:1 7 ditches, perimeter slopes and HOW Zones -10 days for Falls Lake Watershed -7 days for perimeter dikes, swales, (e) Areas with slopes ditches, perimeter slopes and HOW Zones flatter than 4:1 7 -10 days for Falls Lake Watershed unless there is zero slope Note: After the permanent cessation of construction activities, any areas with temporary ground stabilization shall be converted to permanent ground stabilization as soon as practicable but in no case longer than 90 calendar days after the last land disturbing activity. Temporary ground stabilization shall be maintained in a manner to render the surface stable against accelerated erosion until permanent round stabilization is achieved. g p g 6. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A REPRESENTATIVE OF THE CITY COUNTY ENGINEERING DEPARTMENT. 7. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. SLOPES GREATER THAN 10, REQUIRE ADEQUATE TERRACING (CMLDS #30.16) 8. STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY SEEDING IS NECESSARY TO ACHIEVE EROSION CONTROL ON LARGE DENUDED AREAS AND ESPECIALLY WHEN REQUIRED SPECIFICALLY AS PART OF THE CONSTRUCTION SEQUENCE SHOWN ON THE PLAN. 9. A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING EXCEEDING ONE ACRE THAT WAS NOT PREVIOUSLY APPROVED. EROSION CONTROL INSPECTOR IS TO BE CONTACTED PRIOR TO ANY NEW LOT CONSTRUCTION. 10. TEMPORARY DRIVEWAY PERMIT FOR CONSTRUCTION ENTRANCES IN NCDOT RIGHT OF WAY MUST BE PRESENTED AT PRE -CONSTRUCTION MEETING. 11. ALL EMBANKMENTS MUST BE CONSTRUCTED PER SECTION 4.0.6 EMBANKMENT REQUIREMENTS IN THE BMP DESIGN MANUAL. 12. SOIL COMPACTION TESTS ARE REQUIRED ON ANY BERM >=5' IN HEIGHT FROM THE NATURAL GRADE. SOIL COMPACTION MUST BE 95% PROCTOR AND CERTIFIED BY A LICENSED SOIL ENGINEER. DISTURBED AREA (PH 1): 1.38 AC TOTAL DISTURBED AREA(PH1 &PH2) PHASE 1: 1.38 AC PHASE 2 LOT 1: 0.39 AC LOT 2: 0.43 AC LOT 3: 0.46 AC LOT 4: 0.34 AC LOT 5: 0.47 AC LOT 6: 0.25 AC PHASE 2: 2.34 AC TOTAL DISTURBED AREA: 3.72 AC SEE INDIVIDUAL LOT GRADING SHEETS FOR GRADING NOTES NOTE: PHASE 1 OF THIS PROJECT SHALL INCLUDE ALL GRADING AND EROSION CONTROL SHOWN ON THIS PLAN. PHASE 1 SHALL ALSO INCLUDE ALL UTILITIES. SEE SHEET C12 FOR THE COMPLETE UTILITY PLAN. PHASE 2, INDIVIDUAL LOT GRADING, WILL NOT BE CONSTRUCTED AS A PART OF THIS PROJECT. HUNTERSVILLE CONSTRUCTION SEQUENCE: 1 . INSTALL TREE / VEGETATION PROTECTION MEASURES ALONG BUFFER AREA(S) AND ANY TREE SAVE AREAS DELINEATED ON THE PLAN. 2. THE BUFFER LINE (MEASURED FROM THE CREEK BANK OR PROPERTY LINE, OR WHATEVER IS APPLICABLE) SHALL BE STAKED. 3. PROTECTION MEASURES SHALL BE INSTALLED AS DICTATED BY THE DRIP -LINE OF VEGETATION THAT IS WITHIN THE BUFFER. WHERE DRIPLINE(S) DO NOT EXTEND BEYOND THE BUFFER LINE THE BUFFER LINE SHALL BE RESPECTED. 4. TREE / VEGETATION PROTECTION MEASURES MUST BE USED WHERE ANY CLEARING OR GRADING ACTIVITIES WILL OCCUR WITHIN 100'NOF A BUFFER. PROTECTION MEASURES SHALL BE ORANGE TREE FENCING, OR CONTINUOUS FLAGGING ON VEGETATION OR STAKES. FLAGS SHOULD BE MAX. 20' ON CENTER, WHICH MAY BE USED ONLY WHERE THICK UNDERBRUSH EXISTS. 5. REQUEST TREE INSPECTION -TOWN OF HUNTERSVILLE, PLANNING STAFF (875-7000). 6. SETUP PRE -CONSTRUCTION CONFERENCE WITH TOWN OF HUNTERSVILLE PLANNING STAFF (875-7000). 7. CONTINUE CONSTRUCTION SEQUENCE PER MECKLENBURG COUNTY AS REQUIRED. 8. WHERE STANDARDS AND RESPONSIBILITY FOR INFRASTRUCTURE CONSTRUCTION, INCLUDING BUT NOT LIMITED TO STREETS, SIDEWALKS, AND LANDSCAPING, ARE SPECIFIED IN THE ZONING AND/OR SUBDIVISION ORDINANCES OF THE TOWN OF HUNTERSVILLE, TOWN STANDARDS SHALL CONTROL. IN THE ABSENCE OF A SPECIFIED TOWN STANDARD, CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE THEN MOST RECENT VERSION OF THE CHARLOTTE-MECKLENBURG LAND DEVELOPMENT STANDARDS MANUAL (CMLDS). THE FOLLOWING MEASURES SHALL BE FOLLOWED TO PROTECT EXISTING TREES TO BE RETAINED ON A DEVELOPING SITE: 9. PRIOR TO CONSTRUCTION, TREE PROTECTION BARRIERS SHALL BE PLACED AROUND ALL TREES TO BE SAVED AND THEIR ROOT PROTECTION AREA(S), TO PREVENT DAMAGE TO TREES OVER 8 INCHES IN CALIPER. THESE BARRICADES SHALL BE INSTALLED PRIOR TO GRADING, CONSTRUCTION, OR OTHER LAND DISTURBING ACTIVITY. THE BARRICADES SHALL BE CONSTRUCTED FROM MATERIAL SUBSTANTIAL ENOUGH TO PROTECT ROOTS, TRUNK, AND CROWN OF THE TREE, SUCH AS 2"X4" STANDARDS AND 1"X4" RAILS, SILT FENCING OR ORANGE SAFETY FENCING, MINIMUM 4 FT. IN HEIGHT ON METAL POSTS. THE BARRICADE SHALL BE PLACED AT A DISTANCE FROM THE TRUNK, EQUAL TO THE FARTHEST DRIP LINE OF THE TREE AND SHOULD INCLUDE THE TOTAL AREA BENEATH THE TREE CANOPY. ALTERNATIVE TREE PROTECTION MEASURES PROPOSED BY THE DEVELOPER WILL ALSO BE CONSIDERED IN ORDER TO ASSURE MAXIMUM PRESERVATION ON SPECIFIC SITES. 10. NO SOIL DISTURBANCE OR COMPACTION, STOCK PILING OF SOIL OR OTHER CONSTRUCTION MATERIALS, VEHICULAR TRAFFIC, OR STORAGE OF HEAVY EQUIPMENT ARE ALLOWED IN THE AREAS DESIGNATED FOR PROTECTION. 11. ROOT PRUNING SHALL BE KEPT TO AN ABSOLUTE MINIMUM. 12. PRUNING OF EXISTING TREES SHALL BE DONE ACCORDING TO THE NATIONAL ARBORISTS ASSOCIATION STANDARDS IN A MANNER THAT PRESERVES THE CHARACTER OF THE CROWN. 13. GRADING MUST NOT ENCROACH ON A TREE ROOT ZONE IN WAYS THAT THREATEN THE SURVIVAL OF THE TREE. ROOT CUTS AND FILLS MUST BE LIMITED TO 1 /4 OF THE AREA WITHIN THE DRIP LINE OF THE TREE. ANY CUTS MUST BE CLEAN AND PAINTED PROMPTLY WITH A TREE PAINT. 14. NO ROPES, SIGNS, WIRES, UNPROTECTED ELECTRICAL INSTALLATION OR OTHER DEVICES OR MATERIAL, SHALL BE SECURED OR FASTENED AROUND OR THROUGH A TREE SHRUB. 15. A GRADING PERMIT SHALL NOT BE ISSUED PRIOR TO APPROVAL OF A TREE PROTECTION PLAN. 16. IF A TREE PRESERVATION AREA IS DISTURBED FOR ANY REASON, IT SHALL BE RESTORED AT A RATE OF 10 TREES PER 1000 SQUARE FEET. TREES TO BE PLANTED SHALL HAVE A MINIMUM CALIPER OF 2" MEASURED 6" ABOVE THE ROOTBALL, SHALL BE MINIMUM 8' TO 10' IN HEIGHT AT INSTALLATION, AND SHALL BE AT LEAST 75% LARGE MATURING VARIETIES. WHERE A DISTURBED AREA ALSO FUNCTIONED TO BUFFER ADJACENT PROPERTIES OR PUBLIC STREET(S), AT LEAST 50% OF THE TREES SHALL BE EVERGREEN VARIETIES. TREES SHALL BE DISTRIBUTED THROUGHOUT THE DISTURBED AREA IN SUCH A WAY AS TO EFFECTIVELY REPLACE THE VEGETATION DISTURBED. IN AREAS OD SEVERE DISTURBANCE, SUPPLEMENTAL PLANTING OF SHRUBS AND UNDERSTORY MAY ALSO BE REQUIRED BY STAFF. A PLANTING PLAN IS REQUIRED FOR STAFF REVIEW AND APPROVAL PRIOR TO COMMENCEMENT OF PLANTING. GENERAL EROSION NOTES: 1. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF -SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED OWNERS. 2. THE DEVELOPER SHALL MAINTAIN EACH STREAM, CREEK, OR BACKWASH CHANNEL IN AN UNOBSTRUCTED STATE AND SHALL REMOVE FROM THE CHANNEL AND BANKS OF THE STREAM ALL DEBRIS, LOGS, TIMBER, JUNK AND OTHER ACCUMULATIONS. 3. ANY CONSTRUCTION OR USE WITHIN THE AREAS DELINEATED AS FLOODWAY DISTRICT FRINGE BOUNDARY LINE OR FLOODWAY DISTRICT ENCROACHMENT BOUNDARY LINE IS SUBJECT TO THE RESTRICTIONS IMPOSED BY THE FLOODWAY REGULATIONS OF THE TOWN OF HUNTERSVILLE, AS ADMINISTERED BY MECKLENBURG COUNTY. 4. THE TOWN OF HUNTERSVILLE HAS NOT REVIEWED THE STRUCTURAL STABILITY OF ANY RETAINING WALLS ON THE SITE AND DOES NOT ASSUME RESPONSIBILITY FOR THEM. 5. ALL ROOF DRAINS TO CONNECT TO UNDERGROUND STORM DRAINAGE SYSTEM. 6. NO SOIL, DEBRIS, OR RUN-OFF IS ALLOWED TO LEAVE THE SITE. THE CONSTRUCTION ENTRANCE SHALL BE CONSTRUCTED PER COUNTY STANDARD AND BE MAINTAINED THROUGHOUT CONSTRUCTION TO LIMIT ROADWAY CONTAMINATION. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ROUTINELY CLEAN THE ADJACENT ROADWAY TO MAINTAIN CLEANLINESS. 7. ANY SEDIMENT THAT MAKES ITS WAY TO ANY BMP OR STRUCTURE IS THE RESPONSIBILITY OF THE OWNER GENERAL CONTRACTOR TO REMOVE AT THEIR SOLE EXPENSE. 8. OWNER AND CONTRACTOR ARE RESPONSIBLE FOR ALL SOIL RELATED TO THEIR SITE. SILT SACKS ARE TO BE PLACED IN ALL ADJACENT STORM DRAINS AND ANY SOIL, MUD, OR DEBRIS THAT COMES OFF OF THIS SITE IS THE RESPONSIBILITY OF THE OWNER/GENERAL CONTRACTOR TO REMOVE AT THEIR SOLE EXPENSE. SILT FENCE OUTLET CHECK DAM INLET PROTECTION SKIMMER RIP RAP x x TREE FENCE SILT FENCE DENUDED LIMITS EROSION MATTING LEGEND HUNTERSVILLE INSPECTORS EROSION CONTROL INSPECTOR ANNE LOFTIN (704)579-1090 LAND DEVELOPMENT INSPECTORS CECIL TALBOT (704)579-1 163 ZONING INSPECTOR AU'DARIUS BLACKWOOD (704)301-9969 3: I Lo 3;1 3.75' .16" y� 3.75' PERMANENT DIVERSION DITCH SECTION N.T.S. DIVERSION DITCH NOTES: 1. UTILIZE EXISTING DITCHES / SLOPES AS MUCH AS POSSIBLE. 2. NEW DIVERSION DITCHES TO BE 1 .25DEEP AND 6" WIDE AT BOTTOM. 3. SIDE SLOPES ARE TO BE 3:1 MAX. 4. ALL NEW DITCHES OR DISTURBED EXISTING DITCHES TO BE STABILIZED WITH NAG S75BN MATTING. 5. FOR MATTING SPECS, REFER TO THE LATEST EDITION OF THE NCDEQ EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, SECTION 6.17 ALONG WITH MANUFACTURERS RECOMMENDATIONS FOR CONSTRICTION SPECIFICATIONS. 6. REFER TO SHEET C16 FOR ASSOCIATED MATTING DETAILS / SPECS. 7. REFER TO FINAL CALC BOOK FOR DITCH CALCULATIONS CLARKE CREEK WATERHSED 1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING APPROPRIATE PARTIES AND ASSURING THAT EXISTING UTILITIES ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION. 2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING FLAGMEN, ETC., AS NECESSARY TO INSURE SAFETY TO THE PUBLIC. 3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE REPLACED ACCORDING TO STANDARDS OF THE DEPARTMENT OF TRANSPORTATION. 4. SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDS PART 1926 SUBPART P, OR AS AMENDED. Knew what% below. Call before you dig. E O 0 U 0) c co CV U a �C Z O U W C = C �w > m 3 U 0 U 3 w� 0 _ = w CJ O J L � N m �� O p Q � O N � w _m -C w w Q p () IL n, N _ � U U W Q o O O,j zz U U0 _ ) a `° U z J Lrs CV 00 00 O Q N W E S NORTH ARROW 0 25 50 10 GRAPHIC SCALE 1"=50 FT. 0 w � _ v . 7-/5-202�•w �� Q:. LU ,F_ �/ I Z I U OLu ^ v, V� Q 0 Q:// OU 00 W 00 CV I r � Q U V z 0 z Q J LU � LQ _ V IL CT O � C)LU U� N Q L I 00 V) REVISIONS: REV1 - 11 /23/2020 1 ST EPM COMM. REV2 - 01 /06/2021 2ND EPM COMM. REVS - 01 /07/2021 NCDOT COMM. REV4 - 04/23/2021 NCDOT COMM. A 05/18/2021 - RTAP 1 0 07/07/2021 RTAP 1 ST EPM COMM. 07/15/2021 RTAP 2ND EPM COMM. C04 MASTER EROSION -GRADING PH 1. PROJECT NUMBER: 220047 DATE: 10/14/2020 DRAWN BY: TSF C04 SHEET 18 OF )WG C04 MASTER EROSION -GRADING PH 1.DWG -PLOT: TESS - THU. 7-15-2021 9:41 AM