NCC230774_Site Plan or Location Map_20230324

N M
N N
N N
Co �
0 � �
O
MAJOR SUBDIVISION
NOTES
SITE NOTES:
1. PROJECT ADDRESS: LOCUST GROVE ROAD, HENDERSONVILLE NC
2. TOTAL ACREAGE: 377.96 AC.
3. ZONING: R3
4. PROJECT PIN NUMBER(S): 9672530112, 9672329718, 9672329259, 9672220858, 9672231444,
9672220353,9672212880
5. EXISTING TOPO INFO SHOWN WAS PROVIDED BY: BROOKS ENGINEERING ASSOCIATES
6. EXISTING BOUNDARY INFO PROVIDED BY: BROOKS ENGINEERING ASSOCIATES
7. FEMA FLOOD PANEL: 3700967200J, EFF. 10/02/2008
8. RECEIVING STREAM: DUNCAN CREEK (6-57-19-2), CLASS C, TR); FLYNN BRANCH (6-57-19-3, CLASS
C, TR); FEATHER STONE CREEK (6-55-12, CLASS C)
9. SOIL TYPE(S): AhF, AhG, EdE, EdF, PoE, PoF, PoG, TuE, TuF
10. DEED BOOK / PAGE: 3897/292, 3822/592
11. LATITUDE / LONGITUDE: 35.409521/-82.438765
12. DISTURBED ACREAGE: 6.45 AC.
13. EROSION CONTROL REVIEW: HENDERSON COUNTY
14. STORMWATER MANAGEMENT REVIEW: HENDERSON COUNTY
GENERAL NOTES:
1
2
3.
4.
5.
6.
7.
8.
9
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.
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.
NO STREAM OR WETLAND DISTURBANCE SHALL OCCUR WITHOUT A ARMY CORPS OF ENGINEERS PERMIT.
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.
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.
ANY ALTERATION TO THE PLANS MUST BE APPROVED BY THE PROJECT ENGINEER, OR APPROPRIATE
AGENCY PRIOR TO THE COMMENCEMENT OF WORK.
THE CONTRACTOR SHALL OBTAIN, AND PAY FOR, PRIOR TO BEGINNING ANY WORK, ALL PERMITS AND
LICENSES NECESSARY TO ACCOMPLISH THE WORK.
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.
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 CONSTRUCTION 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 YOU DIG!
CALL 811
N.C. ONE -CALL CENTER
IT'S THE LAW!
PROJECT MAP
VICINITY MAP
N
S
W E
S
PROJECT LOCATION
EBB IDA LN
BURNSIDE TRAIL
DORSET LN
LOCUST GROVE RD
N.T.S.
HENDERSON COUNTY
CONTACTS
DEVELOPER:
CONTACT INFO:
RIPPLE FALLS LLC
ANDY BAKER
[e-mail]
[phone]
69 CLARK GAP ROAD
FLETCHER NC
OWNER:
CONTACT INFO:
RIPPLE FALLS LLC
ANDY BAKER
[e-mail]
[phone]
69 CLARK GAP ROAD
FLETCHER NC
ENGINEER:
CONTACT INFO:
BROOKS ENGINEERING ASSOCIATES, PA
JOHN KINNAIRD, PE
][e-mail]
828-232-4700
17 ARLINGTON STREET
ASHEVILLE, NC 28801
SURVEYOR:
CONTACT INFO :
BROOKS ENGINEERING ASSOCIATES
TROY SHRIVER, PLS
TSH RIVER@ BROOKSEA.COM
15 ARLINGTON STREET
ASHEVILLE, NC 28801
SHEET INDEX
NO.: TITLE:
C-0 COVER SHEET
C-1.0 MASTER PLAN
C-1.1 PHASING PLAN
C-2.0 EXISTING CONDITIONS & DEMO PLAN
C-3.0 CLEARING & GRUBBING PLAN
C-3.1 OVERALL ESC AND STORMWATER PLAN
C-3.2
ESC AND STORM PLAN W/ ROAD PROFILES
C-3.3
ESC AND STORM PLAN W/ ROAD PROFILES
C-3.4
ESC AND STORM PLAN W/ ROAD PROFILES
C-3.5
ESC AND STORM PLAN W/ ROAD PROFILES
C-3.6
ESC AND STORM PLAN W/ ROAD PROFILES
C-3.7
EROSION CONTROL DETAILS
C-3.8
EROSION CONTROL DETAILS
C-3.9
EROSION CONTROL DETAILS
C-3.10
NCG01 DETAILS
C-3.11
NCG01 DETAILS
C-4.0 OVERALL SITE PLAN
C-4.1
SITE PLAN
C-4.2
SITE PLAN
C-4.3
SITE PLAN
C-4.4
SITE PLAN
C-4.5
SITE DETAILS
C-4.6
LINE AND CURVE TABLES
NO.: TITLE:
z
cn z
z z
O Q
ij75 J J
c/) a
Q
m z
'j) 0 m
c/) U C/)
z z U
O O
� �
>w
Lu
z
Lu
0 N
\\\\'\\\\\\1\IIIII///////
CA
o� oFES�o"'��:%'', Lu
SEAL t Lu
035686
KINNP��� LL 0
z�
GWEE'-' a
S0 n NORTH �cNa
m CAROLINA n
J
C-1�'� # C - 3NrZ z
LL
LuN 4-,-1 0 ,-1
CDN C:) R M E
a O o
a�'i Y ai � 7 (j N M N fa
U) Q o CD z cocV 12
0 N cp O
X
a
,Ln-1 can 0 m 2
Q a LL
cu
0 t] U
1 N
w
F �
Q (D cn
L3
uj
(D
i i Q Co
Flo
(D
_ ( E9 (D
FFm E
w O
w
w c
z w
E9CIO
z
w
,s
V
z
Q
0
_
L)
z
�
0
z
�
O
0
U
�
�
DC
O
U
z
O
V)
Lu
C)
z
Lu
0
z LNn
U
M
o
Ln
L.L
R