NCC216659_Site Plan or Location Map_20211201

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THIS PLAN PROVIDED FOR CLEAR ILLUSTRATION OF
PROPOSED SITE GRADES. SEE SHEET C1.1 FOR
GENERAL NOTES AND OTHER SPECIFIC
REQUIREMENTS.
LOTS 27-29 ARE POSSIBLE FUTURE LOTS AND THESE HAVE BEEN
ACCOUNTED FOR IN THE IN THE OVERALL DENSITY AND BUA CALCULATIONS,
INCLUDING ANY ACCESS ROAD TO THESE LOTS. REFER TO SHEETS SWM1 -
SWM 5 AS WELL AS THE STORMWATER REPORT FOR DETAILS. BEFORE
THESE LOTS, OR ANY ACCESS ROAD TO THEM, CAN BE CONSTRUCTED THE
STORMWATER MANAGEMENT PLAN WILL NEED TO BE UPDATED TO VERIFY
ANY BUA REPORTING MADE ON THE PLAN AND TO SHOW THAT THESE LOTS
WILL ALSO MEET ALL APPLICABLE LOW DENSITY ITEMS. COPIES OF ALL
PERMITS RELATED TO STREAM CROSSING WILL NEED TO PROVIDED AS WELL.
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EXISTING TREE SAVE AREA (44,160 SF). THE TSA MUST BE
PROTECTED FROM DIRECT AND INDIRECT ROOT DAMAGE, AND
TRUNK AND CROWN DISTURBANCE. THE FOLLOWING
STANDARDS SHALL APPLY:
(A) THE TREE SAVE AREA (TSA) SHALL INCLUDE ALL AREA
LOCATED WITHIN THE CRITICAL ROOT ZONE.
(B) CONSTRUCTION SITE ACTIVITIES, SUCH AS PARKING,
MATERIAL STORAGE, DIRT STOCKPILING, CONCRETE WASHOUT,
AND OTHER SIMILAR ACTIVITIES, SHALL NOT BE PERMITTED
WITHIN A TREE SAVE AREA (TSA).
(C) PROTECTIVE BARRIERS SHALL BE INSTALLED AROUND THE
TREE SAVE AREA (TSA) AS NECESSARY PRIOR TO THE
ISSUANCE OF A GRADING PERMIT.
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SITE DATA
DEVELOPER: 806 GIBB STREET, LLC
ATTN: JUSTIN MENDENHALL
POST OFFICE BOX 5323
WINSTON-SALEM, NC 27113
PHONE: [phone]
[e-mail]
PROPERTY OWNERS: PIN: 6806-55-8602.00
PIN:6806-55-9337.00
PIN:6806-54-8860.00
PIN:6806-54-4996.00
PIN:6806-55-5323.00
PIN:6806-55-5433.00
806 GIBB STREET LLC
11 BROOKSTOWN AVENUE
WINSTON-SALEM, NC 27101
ENGINEER: ALLIED DESIGN, INC.
4720 KESTER MILL ROAD
WINSTON-SALEM, N.C. 27103
PHONE: [phone]
FAX: [phone]
STEVE M. CAUSEY, P.E.
[e-mail]
EROSION CONTROL LEGEND
ALL SYMBOLS NOT SHOWN EVERY SHEET
P= TEMPORARY CONSTRUCTION ENTRANCE/EXIT
TEMPORARY SEDIMENT FENCE
effl— TEMPORARY SEDIMENT FENCE WITH STONE
STABILIZATION
TEMPORARY DIVERSION BERM
TREE LINE
TEMPORARY SKIMMER SEDIMENT BASIN
TEMPORARY TYPE "B" SILT BASIN
TEMPORARY COIR, JUTE, OR BURLAP BAFFLES
TEMPORARY EMERGENCY SPILLWAY
TEMPORARY SKIMMER DEVICE
TEMPORARY 10'x10' CLASS "B" RIP RAP SKIMMER
OUTLET STABILIZATION PAD
STORM DRAINAGE OUTLET STABILIZATION PAD
CTEMPORARY STONE CHECK DAM
TEMPORARY ROCK PIPE INLET PROTECTION
DISTURBED LIMITS
®� TEMPORARY ON -SITE CONCRETE WASHOUT
STRUCTURE WITH LINER NEAR CONSTRUCTION
ENTRANCE. PROVIDE CLEARLY MARKED SIGNAGE
NOTING DEVICE LOCATION.
EXISTING WOODS TO BE REMOVED
❑# DITCH NUMBER DESIGNATION. REFER TO DETAIL
SHEET FOR ADDITIONAL INFORMATION.
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SITE FINAL GRADING
& INDIVIDUAL
LOT EROSION
CONTROL PLAN
GRAPHIC SCALE SHEET
40 0 20 40 80 160
C2.1
( IN FEET )
1 inch = 40 ft.