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HomeMy WebLinkAboutNCC230438_Site Plan or Location Map (3)_20230215O Q E O Y 0 0 0 a E 0 a Y O a 0 0 _0 o z o Q N O o O o � N o - U z O o O m w -- O U o N U N O �U C ° .� a / N � T a o �E U a 03 0 o / o 0 N O � c E 0 � a o a N C() N - F� U m �0 w o N J JI Q m N � o L ° �I a N E�_ O m U a N L o � o / o m E a � N� N� N� O N� N� O N� O m O O U o � a � J a o U N O U u o � o m 0 O O � o O a � m u -o 0 0 I I I 0 i I \� ROW CONCRETE WASHOUT STATION (TYP.) CONSTRUCTION ENTRANCE (TYP.) I� 39, \ e,, \ T�E W TIE E S65'25P17"W 201.29' TIE LINE (GRID) GRAPHIC SCALE IN FEET 0 25 50 100 Know what's below. Call before you dig EROSION CONTROL LEGEND — — PROPERTY LINE LOD INITIAL LIMITS OF DISTURBANCE SF SILT FENCE TPF TREE PROTECTION FENCE > TD > TD TEMPORARY DIVERSION DITCH WITH STABILIZATION MATTING CWD> CLEAN WATER DIVERSION DITCH X SEDIMENT BASIN POROUS BAFFLES — - - - EXISTING CONTOUR 805 PROPOSED CONTOUR CONSTRUCTION ENTRANCE AREA TO BE STABILIZED WITHIN 7 DAYS ® SILT FENCE OUTLET ® CONCRETE WASHOUT STATION INLET PROTECTION SKIMMER RIP -RAP OUTLET PROTECTION ROCK CHECK DAM EROSION CONTROL/MAINTENANCE NOTES: A. PRIOR TO ANY CLEARING, GRADING, OR CONSTRUCTION ACTIVITY, TREE PROTECTION FENCING WILL BE INSTALLED AROUND PROTECTED TREES OR GROVES OF TREES. NO CONSTRUCTION WORKER, TOOLS, MATERIALS, OR VEHICLES ARE PERMITTED WITHIN THE TREE PROTECTION FENCING. B. ON -SITE BURIAL PITS REQUIRE AN ON -SITE DEMOLITION LANDFILL PERMIT FROM THE ZONING ADMINISTRATOR. C. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE. D. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION OF THE COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE. E. ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL SLOPES STEEPER THAN 3 HORIZONTAL TO 1 VERTICAL (3:1) SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 7 CALENDAR DAYS FROM THE LAST LAND -DISTURBING ACTIVITY. ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 14 CALENDAR DAYS FROM THE LAST LAND -DISTURBING ACTIVITY. F. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A REPRESENTATIVE OF THE COUNTY ENGINEERING DEPARTMENT. G. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. FILL SLOPES GREATER THAN 10' REQUIRE ADEQUATE TERRACING. H. A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING EXCEEDING ONE ACRE THAT AS NOT PREVIOUSLY APPROVED. I. REFER TO GENERAL NOTES FOR ADDITIONAL EROSION CONTROL NOTES. PHASE I — CONSTRUCTION SEQUENCE 1. OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL FROM NEW HANOVER COUNTY. 2. SET UP AN ON -SITE PRE -CONSTRUCTION CONFERENCE WITH EROSION CONTROL INSPECTOR OF NEW HANOVER COUNTY TO DISCUSS EROSION CONTROL MEASURES. 3. INSTALL SILT FENCE, INLET PROTECTION, DIVERSION DITCHES, TREE PROTECTION, AND OTHER MEASURES AS SHOWN ON PLANS, CLEARING ONLY AS NECESSARY TO INSTALL THESE DEVICES. 4. CALL FOR ON -SITE INSPECTION BY INSPECTOR, WHEN APPROVED, CLEARING AND GRUBBING MAY BEGIN. 5. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES. 6. BEGIN GRADING THE SITE. 7. FOR PHASED EROSION CONTROL PLANS, CONTRACTOR SHALL MEET WITH EROSION CONTROL INSPECTOR PRIOR TO COMMENCING EACH PHASE OF EROSION CONTROL MEASURES. 8. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, U.S. DEPARTMENT OF AGRICULTURE, NEW HANOVER COUNTY EROSION CONTROL ORDINANCE. 9. ALL EROSION CONTROL MEASURES SHALL BE INSPECTED AFTER EVERY RAINFALL EVENT, AND A MINIMUM OF ONCE PER WEEK. LIMITS OF DISTURBANCE: 2.80 AC -_XISTING BOUNDARY, SITE, INFRASTRUCTURE, AND TOPOGRAPHIC INFORMATION SHOWN FROM A TOPOGRAPHIC SURVEY FOR TARGET WILMINGTON AND DATED 10/15/2021; LOCATED IN NEW HANOVER ;OUNTY, WILMINGTON, NC 28405; PROVIDED BY SAM, LLC. 2641 SUMNER BLVD, STE 116; RALEIGH, NC 0616; 919-878-7466. OFF SITE PAVEMENT MARKINGS ARE FROM GIS. EXISTING INFORMATION SHOWN IS 3ASED UPON INFORMATION AVAILABLE TO THE ENGINEER AT TIME OF DESIGN AND HAS NOT BEEN NDEPENDENTLY VERIFIED BY OWNER OR ENGINEER. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING 'ALL EXISTING INFORMATION, DEPICTED OR NOT, PRIOR TO CONSTRUCTION AND REPORT POTENTIAL ,ONFLICTS TO OWNER AND ENGINEER. J 0 J 0 J 0 J 0 J o m N \ N \ N \ N N N O w c9 r2 N N ' O O O 00 z w cn cn � z z O w w O O O U O U rJ F C) lY lY 5; C) w w w � � U rr 0 0 � w w w U� U w w o w ILnI­,-I�-,INI—IzI 0 N �U O z z o vi = N O w CDI� F__ w I� Q Jmr 9 cn a 0 o U Q0 cc z X CL w w Q O N zQ~w=o z cn C)ON N J = w w O 3: w Y J N > N W W o � z N � O w 00 w � N ���11111111//�/ .�x�� CA Rp��%, ;.��o��oFEssio� !y9 SEAL = 043114 � 11 10/31 /22 z J J m � � O Uco N O U U w N = N to � � NN m Q m a\ Q o m o _ Ln 0 w z Y Y Q in Q w U w m = U)o o U z Oz W00. J W J O w(/) z QO 2 U z Z z 0 0 r n� V / <N z 0. Q 00 LL ^ LU QO I..L LLJ 0- w U 0 W � V z O z SHEET NUMBER C3.0