NCC250780_Site Plan or Location Map_20250321

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1893 NEW STOCK ROAD 0 . 0
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CIVIL ENGINEERING SITE PLANNING zo a__,
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GENERAL NOTES: w w _
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1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT ALL ADJACENT PROPERTIES, PROPERTY DATA \
UNDERGROUND AND ABOVE GROUND UTILITIES,STRUCTURES,MONUMENTS,AND ANY OTHER Cr) —
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INFRASTRUCTURE AT THE SUBJECT SITE.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERTY ADDRESS: 1893 NEW STOCK ROADREPAIRING ANY DAMAGES THAT RESULT FROM CONSTRUCTION
TIES.
2. UTILITY LOCATIONS ARE BASED ON SURVEY AND PUBLICLY AVAILABLEI INFORMATION AND ARE BUNCOMBE COUNTY, NORTH CA R O L I N A H-
WEAVERVILLE,NC 28787 N—
CONSIDERED APPROXIMATE.THE CONTRACTOR IS RESPONSIBLE FOR CONFIRMING ALL UTILITY PROPERTY OWNER: JAMES GRIGGERS N
LOCATIONS,ELEVATIONS,TYPES,SIZES,AND ANY OTHER FACTORS THAT MAY AFFECT O
CONSTRUCTION OR DESIGN FUNCTION.THE CONTRACTOR SHALL NOTIFY THE ENGINEER CONTACT: JAMES GRIGGERS
ADDRESS 1893 NEW STOCK ROAD
IMMEDIATELY IF ANY CONDITIONS ARE RECOGNIZED THAT DIFFER FROM WHAT IS SHOWN IN o
THE PLANS. WEAVERVILLE,NC 28787 N
3. ANY DISTURBANCE TO STREAMS,BUFFERS,WETLANDS,OR ANY WATERS OF THE US REQUIRE EMAIL: jamesgriggers©gmaiLcom I - I
PERMITTING WITH THE ARMY CORPS OF ENGINEERS AND THE DEPARTMENT OF
ENVIRONMENTAL QUALITY.NO DISTURBANCE TO THESE AREAS SHALL OCCUR WITHOUT PHONE [phone]
PERMITS IN PLACE. VICINITY MAP w
4. INSTALLATION AND MAINTENANCE OF THE EROSION CONTROL MEASURES IS THE PIN NUMBER 973466353900000 w
RESPONSIBILITY OF THE CONTRACTOR.NO SEDIMENT SHALL LEAVE THE SITE OR BE TRACKED o'
DEED BOOK/PAGE: 5212/0242
ONTO THE ROADS. -..r•. * z
5. EXCESS CUT MATERIAL THAT MUST BE HAULED OF SITE SHALL BE HAULED TO A LOCATION �► PLAT BOOK/PAGE: 0112/0157 0 0
WITH AN APPROVED EROSION CONTROL PERMIT.CONTRACTOR SHALL PROVIDE THOSE c7
PERMITS PRIOR TO HAULING MATERIAL OFF SITE. ir-
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ii CITY/TOWNSHIP: WEAVERVILLE
6. ANY CHANGES TO THE APPROVED PLANS MUST FIRST BE APPROVED IN WRITING BY THE I Brush Rec CI I ng �' o
ENGINEER AND THE REGULATORY AUTHORITIES. *_ 1 • ZONING DISTICT: OU 1-
7. THE ENGINEER IS IN NO WAY RESPONSIBLE FOR ENSURING THAT CONSTRUCTION IS t
SETBACKS: FRONT:
COMPLETED IN A SAFE AND APPROPRIATE MANNER.ALL LIABILITY FOR CONSTRUCTION • iftS ~ 1 r i
PRACTICES AND COMPLAINCE WITH APPROVED PERMITS AND REGULATIONS IS THE k �;, SIDE: NO DIMENSIONAL REQUIREMENTS z
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RESPONSIBILITY OF THE CONTRACTOR.THE ENGINEER IN NO WAY GUARANTEES THE WORK OF ® • . IV + I' REAR: EXCEPT AS APPLIED TO SPECIAL USES.
ANY CONTRACTOR. ' \n!I
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INSPECTION SCHEDULE: ,- s�► WATER SERVICE: WELL VEER/
SEWER SERVICE: SEPTIC r
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1. PRE-CONSTRUCTION MEETINGS ARE REQUIRED BEFORE COMMENCING ANY WORK AT THE 1 rrJSITE.THE OWNER,CONTRACTOR,ENGINEER,AND REGULATORY AUTHORITIES SHALL BE / Z nNORTH
PRESENT AT THE PRE-CONSTRUCTION MEETING. ' IIlk
LAT./LONG. 35.748658,-82.585460 O o CAROLINA
2. SHOP DRAWINGS FOR ANY INFRASTRUCTURE THAT IS NOT SPECIFICALLY CALLED OUT IN THE lsk
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PLANS SHALL BE SUBMITTED FOR REVIEW AND APPROVAL BY THE ENGINEER PRIOR TO _
FEMA FLOOD PANEL: 9734 w '•cFR
INSTALLATION. ., ` - ! - EFFECTIVE DATE: 1/6/2010 z T#P-2 •
3. THE ENGINEER SHALL BE INFORMED OF CONSTRUCTION SCHEDULING AND PROGRESS AS ,, _ O
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WELL AS ANY ISSUES THAT ARISE WHEN THEY ARISE.THE ENGINEER SHALL BE NOTIFIED AND —1 J CkC2, > Cl-
nt ALLOWED THE OPPORTUNITY TO INSPECT SUBSURFACE INFRASTRUCTURE BEFORE IT IS I I ,y, SOIL CLASSIFICATION:
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BURIED. 1 10 I /614( Tab �`��SN CO���i
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DEVELOPER: � i — -- --, ? �aJAMES GRIGGERS NO.: TITLE:
[e-mail] • ,/r = - _ r;+,zeC-0.0 COVER SHEETJ C-1.0 EXISTING CONDITIONS Z
803-261-7811 tY w
N.T.S. C-2.0 SITE PLAN w
1893 NEW STOCK ROAD w a)F
WEAVERVILLE,NC 28787 C-3.0 ESC & GRADING PLAN z co z
RIVER BASIN AND STREAM CLASSIFICATION C-3.1 ESC DETAILS z<o
ENGINEER: C-3.2 ESC DETAILS w<M
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EDSEL ENGINEERING,PLLC Surface Water Classifications: C-3.3 NCGO1 0 0 J
W YATT EDSEL,PE C-3.4 NCGO2 w m
[e-mail]
C-4.0 ROAD PROFILE
828-707-6120
104 HIAWASSEE AVE. C-5.0 STORMWATER PLAN
BLACK MOUNTAIN,NC 28711 Stream Index: 6-88-4 C-5.1 STORM WATER DETAILS 1 v7
SURVEYOR: C—s.z STORM WATER DETAILS 2 1'--'1 DA-1 PRE—DEV DRAINAGE AREAS
NO SURVEY,GIS LIDAR DATA USED Stream Name: Dick Branch DA-2 POST—DEV DRAINAGE AREAS 114
Description: From source to Flat Creek
Classification: C
Date of Class.: June 30, 1973 4
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River Basin: French Broad North Carolina811.Inc. 4..7�