NCC214881_Site Plan or Location Map_20210830

PROJECT INFO.
FACILITY NAME:
MISSION BEHAVIORAL HEALTH
HOSPITAL
PROJECT DESCRIPTION:
HCA PROJECT NUMBER:
2761000003
AHJ PROJECT NUMBERS:
CON NUMBER:
TBD
ARCHITECT PROJECT NUMBER:
20034.00
OWNER CONTACTS
HCA TEAM CONTACTS
DESIGN MANAGER:
Ryan Rohe
CONSTRUCTION MANAGER:
Eddie Puckett
ONE PARK PLAZA, P.O. BOX 550
BUILDING II, 3RD FLOOR EAST
NASHVILLE, TN 37203
T:615.344.2733
PROJECT CONTACTS
DESIGN TEAM CONTACTS
ARCHITECT & INTERIOR DESIGN
ESA ARCHITECTS, P.C.
1033 DEMONBREUN STREET
SUITE 800
NASHVILLE, TENNESSEE 37203
T. 615.329.9445
CIVIL ENGINEER
CRUNK ENGINEERING LLC
7112 CROSSROADS BLVD, SUITE 201
BRENTWOOD, TN 37027
T. 615.873.1795
STRUCTURAL ENGINNER
STRUCTURAL DESIGN GROUP
220 GREAT CIRCLE RD, SUITE 106
NASHVILLE, TN 37228
T. 615.255.5537
MECH & PLUMB ENGINEER
I.C. THOMASSON ASSOCIATES, INC
2950 KRAFT DR, SUITE 500
NASHVILLE, TN 37204
T.615.346.3400
ELEC & TELECOMM ENGINEER
I.C. THOMASSON ASSOCIATES, INC
2950 KRAFT DR, SUITE 500
NASHVILLE, TN 37204
T.615.346.3400
9657-27-2766
EDBAR LLC
D.B. 3906, P. 727
P.B. 114, P. 33
ZONING: Cl
USE: WAREHOUSE
PORTION OF SUBJECT PROPERTY
IN ZONE AE (HATCHED) SEE NOTE 3
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I I CRAYTON HOLDINGS LLC
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N.C. GRID NAD83(2011) COORDINATES 1
N:677,248.61', E:952,870.30'
SEDIMENT BASIN SHALL BE\
CONVERTED INTO THE
PERMANENT WET POND UPON
FINAL STABILIZATION OF THE SITE. \
9657-27-7095
HOPEMONT ASSOCIATES LLC
D.B. 2657, P. 428
ZONING: Cl
USE: MANUFACTURING
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30' INGRESS/EGRESS \
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D.B. 4664, P. 1499
D.B. 1443, P. 393
POINT OF BEGINNING \
6"X6" CONCRETE RIGHT-OF-WAY MONUMENT 1.0' AG
N.C. GRID NAD83(2011) COORDINATES
N:676,766.93', E:953,029.10'
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UN
9657-37-7941
OAKLEY BAPTIST CHURCH
\ D.B. 589, P. 149
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\ ZONING: RS-8 \
\ USE: CEMETERY
INV: 2,052.6'
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Construction Sequence
The construction sequence on projects shall include the following essential criteria or equivalent sequence
in the priority shown below:
1. Submit plans for review;
2. Obtain grading permit (includes preconstruction conference);
3. Submit four (4) copies of stormwater component shop drawings at or prior to the preconstruction
meeting and receive approval by the City of Asheville prior to ordering materials.
4. Install all erosion control measures as shown;
5. On -site inspection by Inspector to approve perimeter erosion control devices;
6. Proceed with grading;
7. Clean sediment basins when one-half full;
8. Repair or replace all erosion control measures as needed;
9. Seed and mulch denuded area, as required, after finished grades are established;
10. Maintain soil erosion control measures until permanent ground cover established;
\ 1 1. Request final approval by Construction Inspector; and,
\ 12. Remove all temporary soil erosion control measures and stabilize these areas
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EROSION CONTROL PLAN
KEYNOTES
CODE
DESCRIPTION
DETAIL
LOCATION
8TEMPORARY
8
CONSTRUCTION ENTRANCE
C3.3 - 1
S
CONCRETE WASHOUT AREA
C3.3 - 2
E3
TEMPORARY SILT FENCE
C3.3 -3
E4
TEMPORARY INLET PROTECTION
C3.3 -4
E5
TEMPORARY TREE PROTECTION FENCE
C3.3 -5
E6
RIPRAP OUTLET PROTECTION
C3.3 - 6
E7
FAIRCLOTH SKIMMER
C3.3 -7
E8
DIVERSION DITCH
C3.3 - 8
8SEDIMENT
8
BASIN
C3.3 - 9
E10
BAFFLE
C3.3 - 10
G
MODIFIED POND OUTLET STRUCTURE
C3.3 - 12
E12
TEMPORARY CHECKDAM
C3.3 - 13
NOTES:
1. REFER TO SHEET C2.0 FOR NOTES.
2. IF BORROWED OR WASTE FILL MATERIAL IS GENERATED, AN APPROVED GRADING PERMIT MUST
BE SECURED FOR THE BORROW OR WASTE MATERIAL SITE PRIOR TO INITIATION OF ANY LAND
DISTURBING ACTIVITY.
3. ALL FILL SLOPES SHALE BE COMPACTED FULL DEPTH TO NOT LESS THAN 95 PERCENT MAXIMUM
DENSITY, SHALL BE PLACED ON A SURFACE CLEARED OF GROWTH AND DEBRIS, AND BE
PROPERLY BENCHED AND DRAINED.
4. UNLESS A PERMIT FROM NCDEQ--DIVISION OF WASTE MANAGEMENT TO OPERATE A LANDFILL IS ON FILE
FOR THE OFFICIAL SITE, ACCEPTABLE FILL MATERIAL SHALL BE FREE OF ORGANIC OR OTHER DEGRADABLE
MATERIALS, MASONRY, CONCRETE AND BRICK IN SIZES EXCEEDING 12 INCHES, AND ANY MATERIALS
WHICH WOULD CAUSE THE SITE TO BE REGULATED AS A LANDFILL BY THE STATE OF NORTH CAROLINA.
5. INDICATING ALL CONSTRUCTED SEVERE SLOPES GREATER THAN 2:1 SHALL BE
DESIGNED BY A NORTH CAROLINA REGISTERED PROFESSIONAL ENGINEER. ADDITIONALLY, FOR
CONSTRUCTED SEVERE SLOPES GREATER THAN FIVE FEET IN HEIGHT, AN INSPECTION AND A STABILITY
CERTIFICATE ARE REQUIRED BY A NORTH CAROLINA REGISTERED PROFESSIONAL ENGINEER WITH
GEOTECHNICAL EXPERTISE SUFFICIENT TO PERFORM THE INSPECTION AND STABILITY ANALYSIS. FOR ALL
CONSTRUCTED SEVERE SLOPES WITHIN PROPOSED OR EXISTING PUBLIC RIGHTS -OF -WAY, PERIODIC
INSPECTIONS AND COMPACTION REPORTS ARE REQUIRED BY A NORTH CAROLINA REGISTERED
PROFESSIONAL ENGINEER WITH GEOTECHNICAL EXPERTISE
PROPOSED EROSION &
SEDIMENT CONTROL LEGEND
TEMPORARY CONSTRUCTION ENTRANCE
TP TEMPORARY TREE PROTECTION
-SF
TEMPORARY SILT FENCE
TEMPORARY INLET PROTECTION
TEMPORARY ROCK CHECK DAM
-LOD
LIMITS OF DISTURBANCE
9657-46-2546
SMITH DRAY LINE & STORAGE CO.
D.B. 1371, P. 455
ZONING: Cl
USE: WAREHOUSE
0 30 60 120
GRAPHIC SCALE
SITE DATA TABLE
OWNER/DEVELOPER: MISSION HEALTH
509 BILTMORE AVENUE
ASHEVILLE, NC 28801
CIVIL ENGINEER:
CRUNK ENGINEERING
7112 CROSSROADS BOULEVARD
SUITE 201
BRENTWOOD, TN 37027
615-873-1795
SURVEYOR:
ED HOLMES & ASSOCIATES, P.A.
300 RIDGEFIELD COURT #301
ASHEVILLE, NC 28806
ARCHITECT:
ESA ARCHITECTS, P.C.
1033 DEMONBREUN STREET, SUITE 800
NASHVILLE, TN 37203
615-329-9445
PROJECT DATA
PIN:
9657-37-3093
ADDRESS:
CRAYTON ROAD
DEED BOOK/PAGE:
2017/047
SITE ACREAGE:
25.60 AC.
DISTURBED AREA
15 AC
EXISTING ZONING:
HB - HIGHWAY BUSINESS
SURROUNDING ZONING:
Cl- COMMERCIAL INDUSTRIAL AND RS8- HIGH
DENSITY SINGLE- FAMILY
PROPOSED USE:
HEALTHCARE
SOIL TYPE:
TmC, Ud, UhE
SOIL GROUP:
B, C, A
BUILDING SETBACKS:
FRONT =
35 FT (5' PEDESTRIAN ORIENTATION)
SIDE =
N/A
REAR =
10 FT
CORNER =
25 FT
BUILDING DATA:
BUILDING DESCRIPTION:
BEHAVIORAL HEALTH HOSPITAL
PROPOSED HEIGHT:
27' 1 "
FLOOR:
1 FLOOR
GFA:
81750 SF
IMPERVIOUS CALCULATIONS:
IMPERVIOUS PERVIOUS
PRE -DEVELOPMENT:
1.07 ACRES (0.4%) 24.53 ACRES (96%)
POST- DEVELOPMENT:
5.20 ACRES (20%) 20.4 ACRES (80%)
REQUIRED PARKING = 1 PER 2 EMPLOYEES & 1 PER 2 BEDS
EMPLOYEES: 150
BEDS: 120
SPACES REQUIRED: 135
PROVIDED PARKING:
REGULAR SPACES = 200
A.D.A SPACES = 8
TOTAL SPACES = 208
CUT AND FILL VOLUMES:
CUT: 35249 CU-YD
FILL: 41396 CU-YD
NET: 6147 CU-YD (FILL)
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CRUNK W
7112 CROSSROADS BOULEVARD
SUITE 201
BRENTWOOD, TN 37027
[phone]
WWW.CRUNKENG.COM
This drawing and the design shown is the property of
the architect. The reproduction, copying or use of this
drawing without their written consent is prohibited and
any infringement will be subject to legal action.
© ESa Architects, P.C. 2019
Seals
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DOCUMENT CHANGES
Description Date
Issue Description CITY RESUBMITTAL
Original Issue Date 2021.06.16
HCA Project No 2761000003
Project No 20034.00
Drawn By BER Checked By ARH
Drawing Title
FINAL EROSION &
SEDIMENT CONTROL
PLAN
Sheet Number
C12
GRAPHIC SCALE: 1" = 1'-0" GRAPHIC SCALE: 3/4" = 1'-0" GRAPHIC SCALE: 1/2" = 1'-0"
GRAPHIC SCALE: 3/8" = 1'-0"
GRAPHIC SCALE: 1/4" = 1'-0"
GRAPHIC SCALE: 3/16" = 1'-0"
GRAPHIC SCALE: 1 /8" = 1'-0"
GRAPHIC SCALE: 3/32" = 1'-0"
GRAPHIC SCALE: 1/16" = 1'-0"
GRAPHIC SCALE: 1/32" = 1'-0"