NCC223966_Site Plan or Location Map_20221130

MILLS RIVER TOWNHOMES
SINGLE-FAMILY ATTACHED DEVELOPMENT
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SITE NOTES:
1. PROJECT ADDRESS: 2211, 2253 & 2035 JEFFRESS ROAD, MILLS RIVER, NC 28759
2. TOTAL ACREAGE: 37.00 ACRES
3. ZONING: MR -NC & MR -MU
4. PROJECT PIN NUMBER(S): 9631794210; 9631774946; 9631882468
5. EXISTING TOPO INFO SHOWN WAS PROVIDED BY: SITE CONSULTANTS, INC.
6. EXISTING BOUNDARY INFO PROVIDED BY: SITE CONSULTANTS, INC.
7. FEMA FLOOD PANEL: FM3700963100J EFFECTIVE 10/02/2008
8. RECEIVING STREAM: UNNAMED TRIBUTARY TO THE HOLLAMAN LAKE BRANCH (6-56, CLASS C)
9. RECEIVING BASIN: FRENCH BROAD RIVER (6-54.75, CLASS B)
10. SOIL TYPE(S): BaB, To & Ro
11. DEED BOOK / PAGE: 3837 / 512; 1438 / 656
12. LATITUDE / LONGITUDE: 35.399260,-82.566330
13. DISTURBED ACREAGE: 18.0 ACRES
14. EROSION CONTROL REVIEW: NCDEQ
15. STORMWATER 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.
S. 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.
8. 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 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
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TOWN OF MILLS RNER
CONTACTS
DEVELOPER:
CONTACT INFO:
MILLS RIVER TH, LLC
ROOD EY JORDAN
[e-mail]
864-210-8400
1855 E. MAIN STREET, STE 14-7
SPARTANBURG, SC 29307
OWNER:
CONTACT INFO:
FRANKLIN FAMILY TRUST
368 HOOPERS CREEK ROAD
FLETCHER, INC 28732
CALVARY FELLOWSHIP OF WESTERN NORTH CAROLINA INC
2035JEFFRESS ROAD
MILLS RIVER, NC 28759
ENGINEER:
CONTACT INFO:
BROOKS ENGINEERING ASSOCIATES, PA
MARK C. BROOKS, PE
[e-mail]
828-232-4700
15 ARLINGTON STREET
ASHEVILLE, NC 28801
SURVEYOR:
CONTACT INFO:
SITE CONSULTANTS, INC.
THOMAS A. SHERARD
[e-mail]
12 CORTON CIRCLE
GREENVILLE, SC 29609
SHEET INDEX
NO.:
TITLE:
NO.:
TITLE:
C-0
COVER SHEET
9•!�
BITE BETItIh84
C-1.0
MASTER PLAN _ _
C5.0
OVERALL GRADING & STORMWATER PLAN
C5.1
GRADING & STORMWATER PLAN & PROFILES NORTH
C5.2
GRADING & STORMWATER PLAN & PROFILES SOUTH
C5.3
STORMWATER GENERAL DETAILS 1
C-2.0
EXISTING CONDITIONS & DEMO PLAN
C5.4
STORMWATER GENERAL DETAILS 2
C3.0
CLEARING & GRUBBING PLAN NORTH
C5.5
STORMWATER DC-780 DETAILS
C-3.1
BOTTOMLESS CULVERT PLAN & PROFILES
C5.5
STORMWATER MC-3500 DETAILS
C3.2
BOTTOMLESS CULVERT GENERAL DETAILS
C5.7
STORMWATER BMP SYSTEM #1 DETAILS
C3.3
BOTTOMLESS CULVERT#1 DETAILS
C-5.8
STORMWATER BMP SYSTEM #2 DETAILS
C-3.4
BOTTOMLESS CULVERT#2 DETAILS
C-5.9
STORMWATER BMP SYSTEM #3 DETAILS
C3.5
MASS GRADING PLAN NORTH
C-5.10
EXISTING DRAINAGE AREA MAP
C-3.6
CLEARING & GRUBBING PLAN SOUTH
C-5.11
PROPOSED DRAINAGE AREA MAP
C3.7
MASS GRADING PLAN SOUTH
C3.8
FINAL STABILIZATION PLAN NORTH
C3.9
FINAL STABILIZATION PLAN SOUTH
C3.10
EROSION CONTROL DETAILS 1
8.55
YiMrTER EIE-hkil!9 1
C3.11
EROSION CONTROL DETAILS 2
C-3.12 EROSION CONTROL DETAILS 3
C-3.13
EROSION CONTROL DETAILS 4
C-3.14
NCG01 GENERAL DETAILS
C-4.0
B 4.4�1TE
OVERALL SITE PLAN
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SANITARY SEWER BET-*Ik:O 2
C4.5
SITE DETAILS 1
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