SW1240301_Plansheet - Cover Sheet_20240923

MARKETPLACE AT MILLS RIVER
GENESIS ENGINEERING
BOYLSTON HIGHWAY & PENLAND ROAD COLLABORATIVE
3360 Martin Farm Road
Suite 200
TOWN OF MILLS RIVER HENDERSON COUNTY Suwanee, Georgia 470.375 2001NORTH CAROLINA 0024
www.genesiseng.net
PARCEL No . 9632609288 & 9632607561 4\ C
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DRAWING INDEX Q >- LU a w O
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UTILITY PROVIDERS C-0 COVER C-8 DETAILS U = Ln > �'
C- 1 . 1 OVERALL SITE PLAN C-9 DETAILS J � w o
SEWER ELECTRIC C- 1 . 2 SITE PLAN C- 10 DETAILS z (D z
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METROPOLITAN SEWER DISTRICT DUKE ENERGY C- 1 . 3 SITE PLAN C- 11 DETAILS O _
CONTACT. KEVIN JOHNSON P.O. BOX 1771 C- 1 .4 SITE PLAN C- 12 DETAILS w i z z ce w w
2028 RIVERSIDE DRIVE RALEIGH, NC 27602 O J
ASHEVILLE, NC 28804 PHONE: [phone] C- 1 . 5 ACCESSIBILITY PLAN C- 13 DETAILS a m o _ 0
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PHONE: [phone] C- 1 .6 ACCESSIBILITY PLAN DETAILS DOT- 1 VANCE HILL DRIVE ROADWAY PLAN & PROFILE
EMAIL: [e-mail] C- 1 .7 TRUCK ROUTING PLAN DOT-2 VANCE HILL DRIVE GRADING & DRAINAGE PLAN REVISIONS
COMMUNICATIONS C-2. 1 EXISTING CONDITIONS & DEMOLITION PLAN DOT-3 VANCE HILL DRIVE ROADWAY UTILITY PLAN
AT&T BUSINESS TOWN COMMENTS 02/19/2024
WATER 844.844.0741 C-2. 2 TEMPORARY ACCESS & STAGING PLAN DOT-4 VANCE HILL DRIVE DRIVEWAY PROFILES NCDEQ SUBMITTAL 02/29/2024
CITY OF HENDERSONVILLE WATER & SEWER C-3 . 1 OVERALL GRADING & DRAINAGE PLAN & TYPICAL CROSS SECTIONS
CONTACT: DEBORAH SHOLL NCDEQ COMMENT 03/12/2024
305 WILLIAMS STREET C-3 . 2 GRADING & DRAINAGE PLAN DOT-5 VANCE HILL DRIVE CROSS SECTIONS TENANT REVIEW 05/02/2024
HENDERSONVILLE, NC 28792 C-3 . 3 GRADING & DRAINAGE PLAN DOT-6 VANCE HILL DRIVE NCDOT DETAILS
PHONE: [phone] OWNER & MSD COMMENTS 06/14/2024
C-3 .4 GRADING & DRAINAGE PLAN DOT-7 BOYLSTON HWY DRAINAGE IMPROVEMENTS
EMAIL: [e-mail] PROJECT SCOPE : JURISDICTION COMMENTS 07/03/2024
C-4. 1 EROSION CONTROL PLAN PHASE I L- 1 . 0 OVERALL LANDSCAPE PLAN NCDOTSUBMITTAL 07/26/2024
This project consists of the construction of a 61,125 SF grocery anchored
C-4. 2 EROSION CONTROL PLAN PHASE II L- 1 . 1 LANDSCAPE PLAN shopping center with new associated parking, roadway connections, sidewalks, OWNER & MSD COMMENTS 08/02/2024
GAS C-4. 3 EROSION CONTROL PLAN PHASE III L- 1 . 2 LANDSCAPE PLAN landscaping, utilities and a stormwater management facility. Future lots 2, 3, 4
DOMINION ENERGY & 5 will be subdivided & developed by others in the future. Existing Vance Hill NCDEQ SUBMITTAL 09/19/2024
P.O. BOX 100256 C-4.4 EROSION CONTROL SPECIFICATIONS L- 1 . 3 LANDSCAPE PLAN Drive will be re-aligned & relocated within the project area. Penland Road and
Emma Sharp Road, which are private roadways, will also be improved.
COLUMBIA, SC 29202 C-4. 5 EROSION CONTROL SPECIFICATIONS L- 1 .4 LANDSCAPE SPECIFICATIONS & DETAILS
PHONE: [phone] C-5 . 1 OVERALL UTILITY PLAN L-2. 0 OVERALL IRRIGATION PLAN GENERAL SITE INFORMATION
C-5 . 2 UTILITY PLAN L-2. 1 IRRIGATION PLAN ZONING: MR-GB (GENERAL BUSINESS)
C-5 . 3 UTILITY PLAN L-2. 2 IRRIGATION PLAN TOTAL SITE AREA: 15.73 Ac.
C-5 .4 UTILITY PLAN L-2. 3 IRRIGATION PLAN SHOPPING CENTER TRACT: 10.64 Ac
LEGAL DESCRIPTION: C-6. 1 STORM SEWER PROFILES L-2.4 IRRIGATION SPECIFICATIONS & DETAILS FUTURE LOT 2 0.71 Ac
TRACT 1: JAMES A GOODE TRUSTEE, ET AL. PIN: 9632609288 C-6. 2 STORM SEWER PROFILES SHEET 1 OF 3 TOPOGRAPHIC SURVEY FUTURE LOT 3 0.99 Ac
TOGETHER WITH C-6. 3 STORM SEWER PROFILES SHEET 2 OF 3 TOPOGRAPHIC SURVEY
TRACT 2: JAMES A GOODE TRUSTEE, ET AL. PIN: 9632607561 FUTURE LOT 4 1.26 Ac
SAID TRACT 1 AND 2 ARE FURTHER DESCRIBED BY METES AND BOUNDS AS FOLLOWS: ALL THAT TRACT OR PARCEL OF C-6.4 SANITARY SEWER PROFILES SHEET 3 OF 3 TOPOGRAPHIC SURVEY
LAND LYING AND BEING IN THE MILLS RIVER TOWNSHIP, HENDERSON COUNTY, NORTH CAROLINA, CONTAINING 15.73 C-6. 5 RETAINING WALL PLAN & PROFILE SHEET 1 OF 2 ALTA SURVEY FUTURE LOT 5 1.63 Ac
ACRES MORE OR LESS.
C-6.6 RETAINING WALL PLAN & PROFILE SHEET 2 OF 2 ALTA SURVEY DISTURBED AREA: ±18.37 Ac.
COMMENCING FROM A NATIONAL GEODETIC SURVEY MONUMENT DESIGNATED AS FB3027 AND LABELED "CARLAND"
(P.O.C), TRAVELING S 35-48'37" E FOR A DISTANCE OF 885.19' TO THE ACTUAL POINT OF BEGINNING AT A CONCRETE C-7 DETAILS SHEET 1 OF 1 BOYLSTON HWY (HWY 280) RIGHT OF WAY SURVEY EXISTING USE: UNDEVELOPED
MONUMENT FOUND ALONG THE RIGHT OF WAY OF BOYLSTON HIGHWAY, NC 280; THENCE, CONTINUING ALONG THE
RIGHT OF WAY OF BOYLSTON HIGHWAY, NC 280 FOR THE FOLLOWING COURSES, N 71-16'30" E FOR A DISTANCE OF PROPOSED USE: RETAIL/COMMERCIAL SHOPPING CENTER
86.64' TO A CONCRETE MONUMENT FOUND; THENCE N 47115'13" E FOR A DISTANCE OF 329.35' TO A CONCRETE
MONUMENT FOUND DISTURBED; THENCE N 56034'35" E FOR A DISTANCE OF 65.15' TO A 1/2" REBAR FOUND
DISTURBED; THENCE S 61112'15" E FOR A DISTANCE OF 16.03' TO A 5/8" REBAR SET; THENCE N 66104'20" E FOR A PROJECT NUMBER:
DISTANCE OF 29.34' TO A CONCRETE MONUMENT FOUND; THENCE S 59113'11" E FOR A DISTANCE OF 50.00' TO A 5/8" PROJECT CONTACTS
REBAR SET; THENCE N 30046'49" E FOR A DISTANCE OF 23.06' TO A 5/8" REBAR SET; THENCE, LEAVING THE RIGHT OF 21-118
WAY OF BOYLSTON HIGHWAY, NC 280, S 61-10'33" E FOR A DISTANCE OF 74.06' TO A NAIL FOUND; THENCE S 02059'18"
W FOR A DISTANCE OF 442.73' TO A 5/8" REBAR FOUND; THENCE S 03005'13" W FOR A DISTANCE OF 472.39' TO A 1/2" CIVIL ENGINEER ARCHITECT LANDSCAPE ARCHITECT NOTE: PER THE NATIONAL WETLANDS INVENTORY AND A SITE VISIT DATE:
OPEN TOP PIPE FOUND, AND PASSING THROUGH A 3/8" REBAR FOUND ONLINE AT 63.38'; THENCE S 03124'36" W FOR A CONDUCTED BY THE ENGINEER OF RECORD ON 11/09/2023, THERE
DISTANCE OF 52.09' TO A 1/2" REBAR FOUND; THENCE S 85036'43" E FOR A DISTANCE OF 116.23' TO A 3/4" OPEN TOP GENESIS ENGINEERING COLLABORATIVE FISHER AND ASSOCIATES, LLC MLD STUDIO
PIPE FOUND DISTURBED; THENCE S 04016'32" W FOR A DISTANCE OF 89.21'TO A 1/2" REBAR FOUND; THENCE N 3360 MARTIN FARM ROAD, SUITE 200 2315 BELLEAIR ROAD 51 OLD CANTON STREET ARE NO KNOWN WETLANDS LOCATED ON SITE. 12�21�2023
87018'30" W FOR A DISTANCE OF 372.72' TO A 1/2" REBAR FOUND; THENCE WITH A CURVE TURNING TO THE LEFT SUWANEE GA 30024 CLEARWATER FL 33764 ALPHARETTA GA 30009
WITH AN ARC LENGTH OF 299.22', WITH A RADIUS OF 55.00', WITH A CHORD BEARING OF S 84049'04" W, WITH A CONTACT JENNIFER LOSURDO, PE CONTACT: KATHY BUFO CONTACT: AARON NEITZKE, RLA
CHORD LENGTH OF 45.00', TO A 5/8" REBAR SET; THENCE S 05042'32" E FOR A DISTANCE OF 306.15' TO A 3/4" OPEN
TOP PIPE FOUND; THENCE S 86054'46" W FOR A DISTANCE OF 150.26' TO A 3/4" OPEN TOP PIPE FOUND; THENCE N PHONE: [phone] PHONE: [phone] PHONE: [phone]
84023'19" W FOR A DISTANCE OF 215.64' TO A CALCULATED POINT BEING 1.33' SOUTHEAST OF A 1/2" OPEN TOP PIPE EMAIL: [e-mail] EMAIL: [e-mail] EMAIL: [e-mail]
REFERENCE IRON FOUND; THENCE N 03140'56" E FOR A DISTANCE OF 90.91' TO A CONCRETE MONUMENT FOUND; COVER
THENCE N 06023'51" E FOR A DISTANCE OF 47.09' TO A 3/4" OPEN TOP PIPE FOUND; THENCE S 84116'17" E FOR A
DISTANCE OF 22.00' TO A 5/8" REBAR SET; THENCE N 06134'51" E FOR A DISTANCE OF 303.52' TO A 5/8" REBAR SET; GEOTECHNICAL ENGINEER SURVEYOR
THENCE N 06C)451 3711 E FOR A DISTANCE OF 39.841 TO A 5/8"
REBAR SET; THENCE N 841
281 06fir W FOR A DISTANCE OF
22.01' TO A 5/8" REBAR SET; THENCE N 06034'03" E FOR A DISTANCE OF 118.56' TO A 1/2" REBAR FOUND DISTURBED; SUMMIT ENGINEERING ATLAS SURVEYING INC. 24-HOUR CONTACT _
THENCE N 06046'36" E FOR A DISTANCE OF 38.48' TO A 1/2" REBAR FOUND DISTURBED; THENCE N 31124'20" W FOR A 1029 OLD STAGE ROAD, SUITE D 570 Brookshire Rd, Suite D
DISTANCE OF 232.03' TO A 5/8" REBAR SET; THENCE N 26019'29" E FOR A DISTANCE OF 31.19' TO A 1/2" REBAR FOUND; GREENVILLE SOUTH CAROLINA 29681 Greer SC 29651 S
THENCE N 23055'26" E FOR A DISTANCE OF 19.85' TO A CONCRETE MONUMENT FOUND; THENCE N 61050'33" E FOR A CONTACT: ROSS DEAVER P.E. CONTACT: KEITH BURNS PLS ALEX WEIK
DISTANCE OF 3.17' TO A 5/8" REBAR SET; THENCE N 54027'11" E FOR A DISTANCE OF 50.08' TO A CONCRETE PHONE: [phone] PHONE: [phone] MSD PROJECT#2023174 C � o
MONUMENT FOUND, THENCE N 37-48'24" E FOR A DISTANCE OF 231.20' TO A CONCRETE MONUMENT FOUND; WHICH IS RABBIS DEVELOPMENT PARTNERS Know what's below.
THE POINT OF BEGINNING, CONTAINING 15.73 ACRES, MORE OR LESS. EMAIL: [e-mail] EMAIL: [e-mail] Call before you dig.
919 . 745 . 7017 Y g