SW4240503_Plansheet - Cover Sheet_20240823

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CONSTRUCTION/GRADING SEQUENCE
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1. PRIOR TO ANY GROUND DISTURBING ACTIVITIES, CONTRACTOR SHALL o °
US LOCATE ALL UNDERGROUND UTILITIES. CALL 811.
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QS`ywy 427` 2. A PRE-CONSTRUCTION MEETING IS REQUIRED PRIOR TO ANY LAND z
Grading and Erosion ControlSubmittal
s DISTURBING ACTIVITY BEGINNING. CONTACT WATAUGA COUNTY PLANNING V,
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and INSPECTION . 2
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3. NO PERSON MAY INITIATE ALAND-DISTURBING ACTIVITY BEFORE Ln
NOTIFYING THE AGENCY (WATAUGA COUNTY) THAT ISSUED THE EROSION w
PARK y AND SEDIMENTATION CONTROL PLAN APPROVAL OF THE DATE THAT
��� Wilderness Reserve Phase 3 LAND-DISTURBING ACTIVITY WILL BEGIN. C
4. WHENEVER THE SOIL EROSION AND SEDIMENTATION CONTROL :Ln o
PIN # 2950 61 4090 ADMINISTRATOR DETERMINES THAT SIGNIFICANT EROSION AND 0 Uj
SEDIMENTATION IS OCCURRING AS A RESULT OF LAND DISTURBING ACTIVITY, D U
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DESPITE APPLICATION AND MAINTENANCE OF PROTECTIVE PRACTICES, THE
�� PERSON CONDUCTING THE LAND-DISTURBING ACTIVITY WILL BE REQUIRED
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3121517 W
TO AND SHALL TAKE ADDITIONAL PROTECTIVE ACTION
5. FLAG THE WORK LIMITS FOR ALL CONSTRUCTION AND GRADING.
SR 1508 LAT : 36012 ' 36 . 578611 N 6. NOTIFY WAUTAUGA COUNTY LQS INSPECTION 48 HOURS BEFORE
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Wilderness Reserve PROJECT STARTS.
Owner: 7. SCHEDULE PRE-CONSTRUCTION MEETING WITH LANDSCAPE
Elevate Land Holdings, LLC ARCHITECT.
8. NO MAJOR GRADING ACTIVITIES OR BASIN CONSTRUCTION ARE TO
VICINITY MA 491 Williamson Road Ste. 207 TAKE PLACE DURING WET WEATHER PERIODS OR MAJOR STORE EVENTS.
Moorseville NC 28117 9. BEGIN CLEARING AND GRUBBING WORK FOR THE INSTALLATION OF
THE INITIAL EROSION AND SEDIMENTATION CONTROL MEASURES, INCLUDING .�`����N • AROIi''%,
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE, SILT FENCE, TEMPORARY
Plan Set prepared by SEDIMENT TRAPS, DIVERSION DITCHES AND INSTALL A TEMPORARY Fes: `;%cy
PROJECT FALLS PARTIALLY WITHIN G re G otsC h P LA CONSTRUCTION ENTRANCE.
10. DISTURBANCE SEQUENCE. THE TOTAL SITE DISTURBED AREA IS 15.15
AN ORW WATERSHED •,FG coy •
Box 9251 ACRES (SEE EROSION CONTROL SHEET).
ALL EROSION CONTROL DESIGNED FOR 25-YEAR STORM 11. BEGIN GRADING WORK FOR THE MAIN ROAD AND DRIVEWAY
AS REQUIRED FOR 0 RW Asheville, NC 28815 EXTENSION TO THE NORTH. INSTALL STORMWATER DRAINAGE PIPES AFTER
THE GRADING WORK IS BEING COMPLETED. INSTALL HARDWARE CLOTH &
(828) 900-8700 GRAVEL INLET PROTECTION AT STORMWATER DRAINAGE PIPES THE SAME
THERE ARE NO STREAMS, WETLANDS, SA WATERS OR DAY THE STRUCTURE IS INSTALLED AND BACKFILLED. WHEN GRADING ON ISLFLOOD HAZARD AREAS WITHIN THE PROPERTY COMPLETE, STABILIZE IN ACCORDANCE WITH THE SEEDING SPECIFICATIONS
ON PLAN SHEET D-1.
P.O. BOX 9251
12 THE ENTIRE CONSTRUCTION AREA WILL HAVE A FINAL INSPECTION ASHEVILLE, N.C. 28815
AND ANY ITEMS THAT NEED TO BE REPAIRED WILL BE COMPLETED AND Phone: [phone]
REINSPECTED. AFTER THE FINAL ACCEPTANCE THE TST'S WILL BE CONVERTED www.landrm.com
BY CLEANING EACH AND GRASSING EACH TST. THEY WILL REMAIN AND BE
UTILIZED AS VELOCITY CONTROL AND FILTRATION/ INFILTRATION BASINS.
DRAWING INDEX: 13. THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER
THAN THE ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER OR OTHER
SHEET SHEET NAME `J � CIO," ADEQUATE EROSION AND SEDIMENTATION CONTROL DEVICES OR
SHEET ��� STRUCTURES. IN ANY EVENT, SLOPES LEFT EXPOSED WILL, WITHIN 7 OR 14
T1 TITLE
SI/ �� CALENDAR DAYS OF COMPLETION OF ANY PHASE OF GRADING, BE PLANTED ro
PL1 PRELIMINARY PLAT OR OTHERWISE PROVIDED WITH TEMPORARY GROUND COVER, DEVICES OR
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S1 OVERALL SITE PLAN llra '1.44! "�" �J STRUCTURES SUFFICIENT TO RESTRAIN EROSION. THE TIME DURATION IN ■
CALENDAR DAYS WILL BE DETERMINED IN ACCORDANCE WITH THE NEW
E1 GRADING, STORMWATER AND EROSION CONTROL 1 ,J � M&'" STABILIZATION TIME FRAMES CHART SHOWN ON PLAN SHEET D-1. O
E2 GRADING, STORM DRAINAGE AND EROSION CONTROL 2 14. INSPECT ALL EROSION AND SEDIMENTATION CONTROL MEASURES IN
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P1 PLAN AND PROFILE SHEET n I ��- J _ ACCORDANCE WITH THE SELF-INSPECTION REQUIREMENTS SHOWN ON PLAN l ■ 1
P2 PLAN AND PROFILE SHEET �� «� SHEET D-1. ALL MEASURES SHALL BE MAINTAINED UNTIL DISTURBED AREAS
HAVE BEEN STABILIZED AND PERMANENT GROUND COVER ESTABLISHED. U
P3 PLAN AND PROFILE SHEET -�
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D1 DETAIL SHEET ,L%H��� J � \\ ��j 15. REPAIR IMMEDIATELY ANY DAMAGE TO EROSION & SEDIMENTATION
CONTROL MEASURES. SEE EROSION AND SEDIMENTATION CONTROL DETAILS r
SHEETS D-1, D-2, D-3, D-5, &D-6 FOR SPECIFIC MAINTENANCE REQUIREMENTS S
�'�:•' �'�� I FOR EACH EROSION AND SEDIMENTATION CONTROL MEASURE SHOWN ON
T � +�• � y�i� THE PLANS.
y�� 16. ONCE STABLE PERMANENT GROUND COVER IS ESTABLISHED, THE
REMAINING EROSION & SEDIMENTATION CONTROL MEASURES MAY BE
/ 1 REMOVED. BARE SOIL AREAS REMAINING AFTER THE REMOVAL OF THE
EROSION & SEDIMENTATION CONTROL MEASURES SHALL BE IMMEDIATELY
�� ♦rl `J SEEDED AND MULCHED.
, dii SAFETY NOTE TO CONTRACTOR
THE CONTRACTOR SHALL SHORE TRENCH EXCAVATION AND USE PIPE BOX
TO COMPLY WITH ALL OSHA SAFETY REGULATIONS. IT IS THE 0:00.0
CONTRACTOR'S SOLE RESPONSIBILITY TO PROVIDE JOB SITE SAFETY AND O
Basin Information Drainage Area 1 Drainage Area_ Drainage Area_ Drainage Area COMPLY WITH ALL SAFETY REQUIREMENTS. THE CONTRACTOR IS V J
Receiving Stream Name Elk Creek PHASE 2 RESPONSIBLE FOR HIS MEANS AND METHODS OF CONSTRUCTION. 11�►
Stream Class * B;TR;ORW V
Stream Index Number* 12-24-1 ro J
Total Drainage Area(so 2372783 oft
On-site Drainage Area (sf) 2372783
Off-site Drainage Area (sf) 0 C:
Proposed Impervious Area** sf 167770 / ® (13 I-_
% Impervious Area** total 7•1 J LU
MEN 70 W
Impervious—Surface Area Lf)
On-site Buildings/Lots (sf) 86913 LJJ
On-site Streets (sf) 57749 > J
On-site Parking (sf) 23106 _a ~
On-site Sidewalks (sf) 0 Know what's below. w ~
Other on-site (sf) 0
Future (sf) 0 Call before you dig. _T
Off-site (sf) 0 m O
Existing BUA*** (sf) 0 0 N
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UTILITY NOTE TO CONTRACTOR },
Total (so: 167770 THE UTILITIES SHOWN ARE FOR THE CONTRACTOR'S CONVENIENCE ONLY. � l7 C) �
Stream Class and Index Number can be determined at: htW.aortal.ncdenr.org web/wg&s/csu/classifications THERE MAY BE OTHER UTILITIES NOT SHOWN ON THESE PLANS. THE _0 U
Impervious area is defined as the built upon area including, but not limited to, buildings,roads,parking areas, LANDSCAPE ARCHITECT ASSUMES NO RESPONSIBILITY FOR THE LOCATIONS i O
sidewalks,gravel areas,etc. SHOWN AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY E °
THE LOCATIONS OF ALL UTILITIES WITHIN THE LIMITS OF THE WORK. ALL z N � m
DAMAGE MADE TO EXISTING UTILITIES BY THE CONTRACTOR SHALL BE THE +' "t Q
SOLE RESPONSIBILITY OF THE CONTRACTOR. aj
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