HomeMy WebLinkAboutNCC222217_Site Plan or Location Map_20220623OxuSpn E mlI I➢: 9C70EFF} E3 DF- DA�51MM302169
MAJOR SUBDIVISION
NOTES
SITE NOTES:
1. PROJECT ADDRESS: 585 MORLIN ACRES DR, MARSHALL INC 28753
2. TOTAL ACREAGE: 44.49 AC
3. ZONING: R-A/RESIDENTIAL-AGRICULTURAL
4. PROJECT PIN NUMBER(5): 9725009308
5. EXISTING TOPO INFO SHOWN WAS PROVIDED BY: TROY SHRIVER
6. EXISTING BOUNDARY INFO PROVIDED BY: TROY SHRIVER
7. FEMA FLOOD PANEL: 9724 / 9725
8. RECEIVING STREAM: PANHANDLE BR / FRENCH BROAD RIVER (NOT 1N WS WATERSHED)
9. SOIL TYPE(S): CLC2,EvD2, FrA, TaB, WaD2
10. DEED BOOK / PAGE: 737/557
11. LATITUDE/ LONGITUDE: 35.756810,-82.637814
12. DISTURBED ACREAGE: 5.0 AC
13. EROSION CONTROL REVIEW: NCDEQ
14. S70RMWATER MANAGEMENT REVIEW: NCDEQ
GENERAL NOTES:
1. CONTRACTOR SHALL PROTECT ADJACENT PROPERTIES, THE GENERAL PUBLIC AND ALL OF THE OWNER'S
FACILITIES AND SHALL BE RESPONSIBLE FOR THE REPAIR OF ALL DAMAGES WHICH OCCUR DURING
CONSTRUCTION.
2. LOCATION OF ALL EXISTING UTILITIES, AS SHOWN HEREON, ARE APPROXIMATE ONLY. NO GUARANTEE IS
MADE OR IMPLIED BY THE LOCATION REFLECTED IN THE PLANS. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO VERIFY THE TYPE, SIZE AND LOCATION OF ALL UTILITIES AND OTHER FEATURES
WHICH MAY AFFECT CONSTRUCTION OR THE INTENDED FUNCTION OF THE DESIGN. CONTRACTOR SHALL
NOTIFY DESIGNER PRIOR TO CONSTRUCTION IF EXISTING CONDITIONS DIFFER FROM THAT INDICATED
IN THE PLANS.
3. NO STREAM OR WETLAND DISTURBANCE SHALL OCCUR WITHOUT A ARMY CORPS OF ENGINEERS PERMIT.
4. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE INSTALLATION OF EROSION
CONTROL MEASURES AND PRACTICES PRIOR TO, OR CONCURRENT WITH, LAND DISTURBING ACTIVITIES.
5. ANY EXCESS CUT MATERIAL DEVELOPED IN THE CONSTRUCTION OF THIS SITE SHALL BE DISPOSED OF IN
AN APPROPRIATELY PERMITTED SPOIL SITE. CONTRACTOR TO PROVIDE PROOF OF PERMITS PRIOR TO
CONSTRUCTION,
6. ANY ALTERATION TO THE PLANS MUST BE APPROVED BY THE PROJECT ENGINEER, OR APPROPRIATE
AGENCY PRIOR TO THE COMMENCEMENT OF WORK.
7, THE CONTRACTOR SHALL OBTAIN, AND PAY FOR, PRIOR TO BEGINNING ANY WORK, ALL PERMITS AND
LICENSES NECESSARY TO ACCOMPLISH THE WORK.
S. CONTRACTOR(S) SHALL BE RESPONSIBLE FOR ADEQUATE SUPERVISION TO PREVENT DAMAGE AND
MOVEMENT FROM EQUIPMENT WORKING AROUND CONSTRUCTION STAKES. THESE CONSTRUCTION
STAKES SHALL REMAIN IN PLACE AND BE PROTECTED UNTIL OWNER APPROVES THEIR REMOVAL. ANY
STAKES THAT HAVE BEEN DISPLACED AS A RESULT OF CONSTRUCTION ACTIVITY ARE TO BE REPLACED
BY A LICENSED LAND SURVEYOR ENGAGED BY THE CONTRACTOR AT NO COST TO THE OWNER.
9. THE ENGINEER WILL NOT BE CONTINUOUSLY PRESENT IN THE FIELD, IT IS SPECIFICALLY UNDERSTOOD
THAT HE DOES NOT UNDERTAKE NOR ASSUME ANY OBLIGATION FOR SUPERVISION OF CONSTRUCTION,
SAFETY MEASURES TAKEN DURING THE COURSE OF CONSTRUCTION, RESPONSIBILITY FOR SCHEDULING
THE WORK FOR INSURING COMPLETE COMPLIANCE WITH THE CONTRACT DOCUMENTS AND/OR ALL CODE
REQUIREMENTS, RULES AND REGULATION OF ANY PUBLIC OR PRIVATE AUTHORITY HAVING
JURISDICTION OVER THE WHOLE OR ANY PART OF THE WORK, IN ADDITION, THE ENGINEER NEITHER
UNDERTAKES, ASSUMES, NOR GUARANTEES THE WORK AND/OR PERFORMANCE OF THE CONTRACTOR.
INSPECTION SCHEDULE:
1. NO ODNSTRUCTION SHALL COMMENCE PRIOR TO A PRECONSTRUCTION MEETING WITH THE OWNER,
THE CONTRACTOR, THE ENGINEER, AND A REPRESENTATIVE OF THE APPROVING JURISDICTION.
2. ALL SHOP DRAWINGS SHALL BE SUBMITTED AT OR PRIOR TO THE PRECONSTRUCTION MEETING.
3. ENGINEER TO BE CALLED FOR PERIODIC INSPECTIONS.
4. CALL ENGINEERING PRIOR TO COVERING UNDERGROUND STRUCTURES FOR FINAL INSPECTIONS.
5. REFER TO MANUFACTURER'S SPECIFICATION MANUAL AND STATE AND LOCAL STANDARDS FOR
ADDITIONAL REQUIREMENTS AND STANDARDS.
BEFORE VOD DIG
CALL 811
N.C. ONE -CALL CENTER
IT'S THE LAW I
MORLIN ACRES DR
PROJECT MAP
VICINITY MAP
MADISON COUNTY
CONTACTS
DEVELOPER:
CONTACT INFO:
COLE RIDDLE LLC
KENT COLE
MOUNTAIN MAN 629@GM AI L.COM
828 777 6497
310 MURPHY EDWARDS HOLLAR RD
MARS HILL INC 28754
OWNER:
CONTACT INFO:
COLE RIDDLE LLC
KENT COLE
MOUN7AINMAN629@GMAIL.COM
828 777 6497
310 MURPHY EDWARDS HOLLAR RD
MARS HILL, NC 28754
ENGINEER:
CONTACT INFO:
BROOKS ENGINEERING ASSOCIATES, PA
WYATI EDSEL PE
W EDSELO)BROOKSEA.COM
828-232-4700
15 ARLINGTON STREET
ASHEVILLE, NC 28801
SURVEYOR:
CONTACT INFO:
BROOKS ENGINEERING ASSOCIATES, PA_
TROY SHRIVER
TSHRIV E R@ BROOKSEA.COM
15 ARLINGTON STTEET
ASHEVILLE, NC 28801
`SURVEYED 11 MARCH 2D22
SHEET INDEX
NO.:
TITLE: NO.: TITLE:
oa
COVER SHEET
C-1.0
MASTER PLAN
C-7.1
OVERALL PRELIMINARY PLAT
0_1.(2-5)
PRELIMINARY PLAT PLANS 14
b2.0
EXISTING CONDITIONS PLAN
G3.0
CLEARING & GRUBBING PLAN
P3.1
MASS GRADING PLAN
C-3.2
OVERALL FINAL STABILIZATION PLAN
G3.(3-6)
FINAL STABILIZATION PLANS 1-4
C-3.(7-8)
EROSION CONTROL DETAILS 1-2
C-3.(0-10)
NCG01 DETAILS 1-2
C4.0
OVERALL SITE PLAN
C4_(1-4)
SITE PLANS I-0
CA.6
SITE DETAILS
1-50
OVERALL GRADING& STORMWATER PLAN
C-5.(14)
GRADING & STORIAWATER PLANS 1A
C-5.{5-6)
ROAD PROFILES 1-2
C-5.(7 9)
STORMWATER DETAILS 1-3
0
u;
m
m
U
m
U
z
C A a0��"�.
DAW5
DG }
w
Z
�GINEEg7
j d
NORTH'
A
CAROLINA
J
C
Q
>Prnc 3N'Z
Z
w
0
p
m z
LL
m �
s
N rn ry
� � .6
= 7! l
4
m
w
�
Q
m
L7
U
m
177
C
17
m
m _
c
cm
a
w o
w
Cn 7
Cj
�
Z
c c
Ccc
�
�
Z
0
17 In
Lu >
U
a Q
m
Z to
J Of
OC 0
o a
LLI
V
U
T] ^
C
a LLLn ,
p O