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DRIVEWAY AND HOMESITE PLANS FOR
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42 HEMPHILL KNOLL ROAD .
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BUNCOMBE COUNTY, NORTH CAROLINA SHEET INDEX: � w o 0
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NO.: TITLE: u m
C-0.0 COVER SHEET a
C-1.0 EXISTING CONDITIONS .9..) N
C-2.0 EROSION CONTROL PLAN p
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C-2.1 EROSION CONTROL DETAILS 1
C-2.2 EROSION CONTROL DETAILS 2
C-2.3 NCG01 GENERAL DETAILS 1
GENERAL NOTES: VICINITY MAP C-2.4 NCG01 GENERAL DETAILS 2
C-3.0 ROAD PROFILE
1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT ALL ADJACENT PROPERTIES, " c a.o GRADING AND STORMWATER PLAN Z
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UNDERGROUND AND ABOVE GROUND UTILITIES,STRUCTURES,MONUMENTS,AND ANY OTHER © f. c a.1 STORMWATER DETAILS 1 Z U
INFRASTRUCTURE AT THE SUBJECT SITE.THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY V► 40 �, / PROPERTY ADDRESS: 42 HEMPHILL KNOLL ROAD C-4.2 STORMWATER DETAILS 2 O
DAMAGES THAT RESULT FROM CONSTRUCTION ACTIVITIES. _ ASHEVILLE,NC 28803 O
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PROPERTY OWNER:COLBY KIENE C-4.3 STORMWATER DETAILS 35 1-
2. UTILITY LOCATIONS ARE BASED ON SURVEY AND PUBLICLY AVAILABLE INFORMATION AND ARE ti ` er Billy_ G r h a l�ra i i Il CONTACT: COLBY KIENE C-4.4 STORMWATER DETAILS 4 LU
CONSIDERED APPROXIMATE.THE CONTRACTOR IS RESPONSIBLE FOR CONFIRMING ALL UTILITY 4^'►- �y , g,• ADDRESS: PO BOX 621808
LOCATIONS,ELEVATIONS,TYPES,SIZES,AND ANY OTHER FACTORS THAT MAY AFFECT CONSTRUCTION 4 Center
} at ORLANDO,FL,32862 DA MAP 1 PRE-DEVELOPMENT DRAINAGE AREAS CO
OR DESIGN FUNCTION.THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF ANY r ALT - S' ,� C e n l e r T e CO V e - EMAIL [e-mail], DA MAP 2 POST-DEVELOPMENT DRAINAGE AREAS co
CONDITIONS ARE RECOGNIZED THAT DIFFER FROM WHAT IS SHOWN IN THE PLANS. ,. r_'f • PHONE: [phone]
3. ANY DISTURBANCE TO STREAMS,BUFFERS,WETLANDS,OR ANY WATERS OF THE US REQUIRE r ell le. y� + il
` �t r * PIN NUMBER: 9667-36-9432
p / 9667-46-5771
PERMITTING WITH THE ARMY CORPS OF ENGINEERS AND THE DEPARTMENT OF ENVIRONMENTAL 1 ♦, r `. _ Ay PROPERTY SIZE: 12.39 ACRES
QUALITY.NO DISTURBANCE TO THESE AREAS SHALL OCCUR WITHOUT PERMITS IN PLACE. I [,V DISTURBED AREA: 4.5 ACRES
4. INSTALLATION AND MAINTENANCE OF THE EROSION CONTROL MEASURES IS THE RESPONSIBILITY OF , 1 _ r r. 8 l�e 1 7 SOIL TYPES:EdE,EwD,EwE,ExC,ExD,ExE,TmC,UhE
THE CONTRACTOR.NO SEDIMENT SHALL LEAVE THE SITE OR BE TRACKED ONTO THE ROADS. •1 0 ZONING DISTRICT:R-1 Z
5. EXCESS CUT MATERIAL THAT MUST BE HAULED OF SITE SHALL BE HAULED TO A LOCATION WITH AN ' / DEED:5782/1093
APPROVED EROSION CONTROL PERMIT.CONTRACTOR SHAPP PROVIDE THOSE PERMITS PRIOR TO t LAT/LONG:35.55971273913766,PANEL: -82.48229593624079
:1/6/2
t� FEMA FLOOD PANEL:9667 EFFECTIVE DATE:1/6/2010 tLR/
HAULING MATERIAL OFF SITE. 4 I ® ,,GIN VG •
6. ANY CHANGES TO THE APPROVED PLANS MUST FIRST BE APPROVED IN WRITING BY THE ENGINEER AND r IY
THE REGULATORY AUTHORITIES. '� � � +ram. O NORTH
7. THE ENGINEER IS IN NO WAY RESPONSIBLE FOR ENSURING THAT CONSTRUCTION IS COMPLETED IN A _
SAFE AND APPROPRIATE MANNER.ALL LIABILITY FOR CONSTRUCTION PRACTICES AND COMPLAINCE 40 / 3074 - i_ z CAROLINA
WITH APPROVED PERMITS AND REGULATIONS IS THE RESPONSIBILITY OF THE CONTRACTOR.THE -
ENGINEER IN NO WAY GUARANTEES THE WORK OF ANY CONTRACTOR. 3D75 N......: r' , . 1 .� O P c TgiP;2.b.°'
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/ �Or FRANK AND CARRIE VOGLER ��1'• 'o co
1 AC Reynolds tov a -1 IN S,�
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307- a=—.�f le ENGINEER: z zINSPECTION SCHEDULE: 4;00
3121 I y EDSEL ENGINEERING,PLLC ¢z
/ WYATT EDSEL,PE
1. PRE-CONSTRUCTION MEETINGS ARE REQUIRED BEFORE COMMENCING ANY WORK AT THE SITE.THE N.T.S. 1 [e-mail] ''LU H
OWNER,CONTRACTOR,ENGINEER,AND REGULATORY AUTHORITIES SHALL BE PRESENT AT THE 828-707-6120 Z(.2Z
PRE-CONSTRUCTION MEETING. 104 HIAWASSEE AVE w
2. SHOP DRAWINGS FOR ANY INFRASTRUCTURE THAT IS NOT SPECIFICALLY CALLED OUT IN THE PLANS
SHALL BE SUBMITTED FOR REVIEW AND APPROVAL BY THE ENGINEER PRIOR TO INSTALLATION. RIVER BASIN AND STREAM CLASSIFICATION BLACK MTN,NC 28711 w=v
3. THE ENGINEER SHALL BE INFORMED OF CONSTRUCTION SCHEDULING AND PROGRESS AS WELL AS ANY o a
ISSUES THAT ARISE WHEN THEY ARISE.THE ENGINEER SHALL BE NOTIFIED AND ALLOWED THE Surface Water Classifications: SURVEYOR:
CO
OPPORTUNITY TO INSPECT SUBSURFACE INFRASTRUCTURE BEFORE IT IS BURIED. ASSOCIATED LAND SURVEYORS
Stream Index: 6 78 21 &PLANNERS PC.
CAMERON S.BAKER
828-890-3507
Stream Name: Gashes Creek(Cedar P.O.BOX 578 Know what's below.
HORSE SHOE,NC 28742 841 (4
Call before ou di . MCI
Mountain Lake)
Dial 811y 9
Description: From source to North Carolina 811,Inc.
Swannanoa River w
Classification: C
4
Date of Class.: June 30,1973 15
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What does this Class. View
mean?
River Basin: French Broad r71