SW1210801_Plansheet - Other_20211124

DocuSign Envelope ID: 3F5DA62D-6CAB-45F3-AE30-3330E70A25D5
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FRANKLIN FAMILY
9631-77-49
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USE �
OTH EXISTING 100 YEAR
ERS 1 FLOODPLAIN (TYP)
EXISTING SANITARY
SEWER MAIN (TYP) 77 42, J _ EXISTING PROPERTY
BOUNDARY (TYP)
EXISTING 100 YEA -A / J
FLOODPLAIN (TYP) / \
EXISTING SANITARY \
SEWER MANHOLE (TYP)
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SANITARY SEWER 88 49'
EASEMENT (TYP) /
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JAMES L HAMMOND V `•`+�
ARLENE HAMMOND now%
9631-68-8846 V
SEE ENTRANCE ROAD BEARINGS AND DISTANCES
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EXISTING WS—III /
WATER SUPPLY
EXISTING BUILDING WATERSHED
SETBACK (TYP) BOUNDARY (TYP)
FRANKLIN FAMILY TRUST /
9631-77-4946 /
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SEE ASC SITE
PLANS FOR DETAILS
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INGLES MARKETS INC `EXISTING WATER
9631-59-9551 MAIN (TYP)
GRAPHIC SCALE
( IN FEET )
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50' FRONT SETBACK
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686.51'- —
N 09o5O'O8"W 901.52'
GAS WIT IHT OF WAYS
EXISTING 100 YEAS
FLOODPLAIN (TYF
WGLA ENGINEERING, PLLC
724 5th AVENUE WEST
HENDERSONVILLE, NC 28739
[phone]
WGLA.COM
NC LICENSE P-1342
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MOUNTAIN BEAN
HOLDINGS INC
9631-67-5167
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N.C. HIGHWAY 280 PAVED ROAD �p� 11.27
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MOUNTAIN BEAN —
HOLDINGS INC — — —
9631-67-5167
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A NEW FACILITY
FOR
PARDEE
PARTNERS
ASC
(T.B.D.) BOYLSTON HWY
MILLS RIVER, INC
28759
CAssErlK
J. CLINTON CASSETTY
ARCHITECT
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11/19/2021
CASSE7TY
100 Country Club Dr., Suite 206
Hendersonville, TN 37075
[phone]
www.cassettyarch.com
THIS DRAWING AND DOCUMENT CONTAINS
INFORMATION PROPRIETARY TO THE
ARCHITECT. THE REPRODUCTION, COPY
OR USE OF THIS DRAWING AND DOCUMENT
WITHOUT THE WRITTEN CONSENT IS PROHIBITED
AND ANY INFRINGEMENT WILL BE SUBJECT TO
LEGAL ACTION. ALL RIGHTS RESERVED.
COPYRIGHT 2021.
ORIG. ISSUE DATE:
05-19-2021
9-3-21 NCDEQ COM. (3)
11-19-21 NCDEQ COM. (4)
DHSR PROJECT #
AS-440
PROJECT NUMBER
2120
MASTER
PLAN
C-1 00

DocuSign Envelope ID: 01 FC56BC-3EBC-4779-86C9-8DA1 E439BFFE
EXISTING 30' REAR
PL III MILT 1 ^1-TM A ^.I
-e- - - - - - - - -
PROPOSED PROPERTY
BOUNDARY (TYP)
PROPOSED DOMESTIC WATER
SERVICE TO BUILDING (SEE
UTILITY PLANS FOR DETAILS)
PROPOSED FIRE LINE TO
BUILDING (SEE UTILITY
PLANS FOR DETAILS)
PROPOSED DOMESTIC WATER METER,
DOMESTIC AND FIRE REDUCED PRESSURE
BACKFLOW ASSEMBLIES ALL IN HEATED
ABOVE GROUND ENCLOSURE
z
FRANKLIN FAMILY TRUST
9631-77-4946
PROPOSED ELECTRICAL
TRANSFORMER (SEE
■
■
■
EXISTING WS—III ■
WATER CI IPPI Y
SSV PROPOSED SEWER SERVICE
RL — RL — PROPOSED ROOF LEADER
PROPOSED STORMWATER PIPE
PROPOSED ASPHALT
PROPOSED CONCRETE
PROPOSED 2' CONTOURS
JURISDICTIONAL NOTES
1.) PROJECT BOUNDARY IS COMPLETELY WITHIN TOWN
LIMITS.
2.) PROJECT BOUNDARY IS WITHIN THE MILLS RIVER
CORRIDOR OVERLAY DISTRICT.
3.) PROJECT BOUNDARY IS PARTIALLY WITHIN THE
LOWER MILLS RIVER WS—III WATER SUPPLY WATERSHED
AND IS A PART OF THE FRENCH BROAD RIVER BASIN.
4.) A KEY BOX APPROVED MY MILLS RIVER FIRE AND
RESCUE WILL BE INSTALLED PRIOR TO ISSUING A
CERTIFICATE OF OCCUPANCY.
EXISTING 2' CONTOURS (TYP)
[phone]
JARED OWNBEY, PLS
OWNBEY LAND SURVEYING, PLLC
828-595-9668
PROPOSED STORMWATER
BMP (BIO RETENTION CELL)
100' HIGH DENSITY
STREAM BUFFER
EXISTING UNNAMED STREAM
(TRIBUTARY TO THE MILLS RIVER)
WATER SYSTEM: PUBLIC — CITY OF HENDERSONVILLE
SEWER SYSTEM: PUBLIC — MSD OF BUNCOMBE COUNTY
BUILDING SETBACKS: FRONT 40' GRAPHIC SCALE
SIDE 15' 20 0 10 20 aD 80
REAR 30'
A NEW FACILITY
FOR
PARDEE
PARTNERS
ASC
(T.B.D.) BOYLSTON HWY
MILLS RIVER, NC
28759
CASSET7"Y
J. CLINTON CASSETTY
ARCHITECT
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/10/2021
CASSE7TY
100 Country Club Dr., Suite 206
Hendersonville, TN 37075
[phone]
www.cassettyarch.com
THIS DRAWING AND DOCUMENT CONTAINS
INFORMATION PROPRIETARY TO THE
ARCHITECT. THE REPRODUCTION, COPY
OR USE OF THIS DRAWING AND DOCUMENT
WITHOUT THE WRITTEN CONSENT IS PROHIBITED
AND ANY INFRINGEMENT WILL BE SUBJECT TO
LEGAL ACTION. ALL RIGHTS RESERVED.
COPYRIGHT 2021.
ORIG. ISSUE DATE:
05-19-2021
6-17-21 PREBID RFI (1)
8-10-21 ZONING (2)
DHSR PROJECT #
AS-440
PROJECT NUMBER
2120
SITE
PLAN
C-200
( IN FEET )

DocuSign Envelope ID: 3F5DA62D-6CAB-45F3-AE30-3330E70A25D5
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EROSION CONTROL CONSTRUCTION NOTES:
SEQUENCE
1. OBTAIN PLAN APPROVAL AND 1.) MEASURES BEYOND THOSE SHOWN ON
APPLICABLE PERMITS. THE PLANS SHOULD BE APPROVED BY THE
2. HOLD PRE CONSTRUCTION CONFERENCE. OWNER.
(PLEASE SEE NPDES REQUIREMENTS ON 2.) CONTRACTOR SHALL OBTAIN A COPY OF
THIS SHEET). THE APPROVED SEDIMENTATION AND EROSION
3. CONTRACTOR SHALL NOTIFY THE NCDEQ CONTROL PERMIT AND FOLLOW ALL
ENVIRONMENTAL SPECIALIST AT DIRECTIVES. CONTRACTOR SHALL READ AND
[phone] PRIOR TO ANY UNDERSTAND THE NPDES REQUIREMENTS OF
DISTURBANCE INCLUDING INSTALLATION OF THE PERMIT INCLUDING BUT NOT LIMITED TO:
EC MEASURES. -PLACEMENT OF RAIN GAUGE ON THE SITE
4. INSTALL STABILIZED CONSTRUCTION -INSPECTION OF ALL EROSION CONTROL
ENTRY/EXIT MEASURES FOLLOWING SPECIFIED RAINFALL
5. INSTALL PERIMETER MEASURES EVENTS OR WEEKLY.
INCLUDING SILT FENCE, REINFORCED -UPKEEP OF INSPECTION LOG FOR REVIEW
STABILIZED OUTLETS, SKIMMER BASIN AND UPON REQUEST BY NCDENR, LOCAL EROSION
PROPOSED STORM DRAINAGE, TEMPORARY CONTROL AUTHORITY, OWNER OR ENGINEER.
DIVERSION SWALES, ETC AS SHOWN ON 3.) CONTRACTOR SHALL MAINTAIN ALL
GRADING AND EROSION CONTROL PLANS. EROSION CONTROL MEASURES THROUGHOUT
CLEAR ONLY THE AREAS NECESSARY FOR THE LIFE OF THE PROJECT.
THE INSTALLATION OF EROSION CONTROL 4.) CONTRACTOR SHALL REMOVE ALL
MEASURES. EROSION CONTROL MEASURES AT COMPLETION
OF PROJECT, AFTER SITE HAS STABILIZED
CONTRACTOR TO ENSURE GRADING OR AND RESTORE TO FINAL GRADE.
BASIN INSTALLATION DURING ANTICIPATED 5.) CONTRACTOR TO PLACE STRAW BALES OR
WET -WEATHER CONDITIONS DOES NOT BY OTHER MEANS PREVENT ONSITE EROSION
OCCUR. FROM LEAVING THE SITE AT THE END OF
EACH WORKING DAY.
6. CLEAR AND GRUB SITE. STOCK PILE 6.) NO SLOPES SHALL BE CONSTRUCTED
TOP SOIL ON SITE AS DIRECTED BY STEEPER THAN A 2:1 AND AND SLOPES
ENGINEER. ALL STUMPS AND WOODCHIPS STEEPER THAN A 4:1 TO SHALL BE SEEDED
TO BE REMOVED OFFSITE. AND MATTED WITH NORTH AMERICAN GREEN
7. ROUGH GRADE SITE IN A MANNER SC-150 OR APPROVED EQUAL.
THAT DIRECTS RUNOFF TOWARDS THE 7.) CONTRACTOR SHALL ENSURE NO SILT
PROPOSED SEDIMENT BASIN THROUGHOUT ENTERS INTO THE EXISTING STREETS. IF SILT
THE DURATION OF THE PROJECT. OR DEBRIS ENTERS THE EXISTING STREETS,
8. ANY DENUDED AREA THAT WILL NOT THEN THE CONTRACTOR MUST IMMEDIATELY
BE BROUGHT TO FINAL GRADE WITHIN THE REMOVE THE SILT AT THE CONTRACTORS
NPDES STABILIZATION TIME FRAME SHALL EXPENSE.
IMMEDIATELY RECEIVE A TEMPORARY 8.) UTILITIES MAY EXIST WITHIN THE PROJECT
SEEDING TO TEMPORARILY STABILIZE THE BOUNDARY THAT ARE NOT SHOWN ON THE
AREA. IF THE SEASON OR HARSH SURVEY, CONTRACTOR IS RESPONSIBLE FOR
CONDITIONS PREVENT THE ESTABLISHMENT CALLING 811 PRIOR TO AND LAND
OF A TEMPORARY COVER, DISTURBED DISTURBING ACTIVITY.
AREAS SHALL BE MULCHED WITH STRAW 9•) IF ANY BORROW OR WASTE MATERIAL IS
OR EQUIVALENT MATERIAL ACCORDING TO GENERATED DURING GRADING OPERATIONS,
SPECIFICATIONS. AN APPROVED EROSION AND SEDIMENTATION
9. FINAL GRADE SITE. CONTROL PERMIT MUST BE SECURED FOR
10. ALL EROSION AND SEDIMENT CONTROL THE BORROW OR WASTE MATERIAL SITE
PRACTICES SHALL BE INSPECTED IN PRIOR TO INITIATION OF ANY LAND
ACCORDANCE WITH NPDES REGULATIONS, DISTURBING ACTIVITY.
NEEDED REPAIRS SHALL BE MADE
IMMEDIATELY. 10.) STREAM AND WETLAND DELINEATION
11. AFTER SITE IS FINE GRADED, COMPLETED BY CLEARWATER ENVIRONMENTAL.
PERMANENT VEGETATION SHALL BE
INSTALLED IN ACCORDANCE WITH NPDES r 4
REQUIREMENTS.
12. CONTRACTOR SHALL NOTIFY THE
NCDEQ ENVIRONMENTAL SPECIALIST AT
[phone] AFTER SITE HAS BEEN PERMANENTLY STABILIZED. 3 Q
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/
FRANKLIN FAMILY TRUST
9631-77-4946 3
HJUM
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EXISTING PROPERTY PROPOSED PROPERTY ---
BOUNDARY (TYP) BOUNDARY (TYP) --
4
3' SHLDR 3' SHLDR I —
' 6' 13' 13'
SHLDR LANE
LANE �SDWLK
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JAMES L HAMMOND
ARLENE HAMMOND
9631-68-8846
EXISTING 100 YR
�► FLOODPLAIN (TYP)
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/ EXISTING WETLAND
(TYP)
PROPOSED
ASPHALT ROAD
TYPICAL II '
ROADWAY SECTION I
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PROPOSED
CONCRETE II
SIDEWALK -SEE SHEET C 301
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STABILIZED OUTLET #5
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EXISTING WS-III WATER SUPPLY ��*100
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WATERSHED BOUNDARY (TYP) �♦ G/j - ���_ ��
00
o� Sc_
PROPOSED LIMITS OF
DISTURBANCE (TYP)
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PROPOSED SILT
FENCE TYP / 4
30 VEGETATED SETBACK
PROPOSED 2' CONTOURS (TYP)
Sr7 `_ r
PROPOSED REINFORCED
STABILIZED OUTLET #4 �tl�/ ss "
/ PROPOSED 5'
CONCRETE SIDEWALK (TYP)
EXISTING 2' CONTOURS (TYP)
/ ss S / PROPOSED 26' PRIVATE
ASPHALT DRIVE TOTAL SURFACE WATER
/ s/ AREA : 0.279 AC t
PROPOSED CITY OF HENDERSONVILLE
WATER MAIN EXTENSION (TYP)(SEE
WATER EXTENSION PLANS FOR DETAILS)
IC-2ENCE
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♦10
W
M
PROPOSED MSD GRAVITY SEWER
EXTENSION (TYP)(SEE SEWER I
PROPOSED REINFORCED PLANS FOR DETAILS) ' y
STABILIZED OUTLET #2
Z /
30' LOW DENSITY GAS G
j� EXISTING STREAM BUFFER G
STREAM GA
PROPOSED REINFORCED
STABILIZED OUTLET #1 _ RSoss ____SS ,♦
SS
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SS
SS — GAS
ss GAS
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PROPOSED REINFORCED
STABILIZED OUTLET #3
� M � INGLES MARKETS INC
— fry 9631-59-9551
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NC HIGHWAY 280
(NCDOT R/W VARIEsi
EXISTING NCDOT M
BOX CULVERT
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MOUNTAIN BEAN
HOLDINGS INC
9631-67-5167
3
DISTURBED AREA
5.61 ACRES t
— GAS — -� -
GAS
GAS —
GAS
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EXISTING BOX U
CULVERT
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40
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GRAPHIC SCALE D 20
( IN FEET )
160
WGLA ENGINEERING, PLLC
724 5th AVE LIE -WEST
HENDERSONVI LE, NC 28739
(828) 687%1 77
WGLA.COM--..
NC LICENSE P-1342
A NEW FACILITY
FOR
PARDEE
PARTNERS
ASC
(T.B.D.) BOYLSTON HWY
MILLS RIVER, NC
28759
CASSET7"Y
J. CLINTON CASSETTY
ARCHITECT
CA/�o''%%
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11/19/2021
CASSE7TY
100 Country Club Dr., Suite 206
Hendersonville, TN 37075
[phone]
www.cassettyarch.com
THIS DRAWING AND DOCUMENT CONTAINS
INFORMATION PROPRIETARY TO THE
ARCHITECT. THE REPRODUCTION, COPY
OR USE OF THIS DRAWING AND DOCUMENT
WITHOUT THE WRITTEN CONSENT IS PROHIBITED
AND ANY INFRINGEMENT WILL BE SUBJECT TO
LEGAL ACTION. ALL RIGHTS RESERVED.
COPYRIGHT 2021.
ORIG. ISSUE DATE:
05-19-2021
9-3-21 NCDEQ COM. (3)
11-19-21 NCDEQ COM. (4)
DHSR PROJECT #
AS-440
PROJECT NUMBER
2120
ROADWAY GRADING
AND EROSION
CONTROL PLAN
C 300