NCC221698_Site Plan or Location Map_20220503

L�
N10 FIDE C C
TEMPORARY
/ 4
/ \ HARDWARE CLOTH &
GRAVEL INLET
PROTECTION (TYP.)
I
/ LIMITS OF DISTURBANCE, TYP.
/ (APPROXIMATELY 771 SF OF
DISTURBANCE OVERLAP WITH /
/ THE HELIPAD PROJECT)
/
I -
DECK LIMITS OF DISTURBANCE, TYP.
I
I � -
TEMPORARY SKIMMER BASIN #1
BASIN DEPTH = 3.0 FT
OVERALL TOP DIMENSIONS = 31'W X 106'L
TOP DAM ELEVATION = 836.50
SPILLWAY ELEVATION = 835.00
BOTTOM ELEVATION = 832.00
' SPILLWAY WEIR LENGTH = 9.0'
I
1
' 5 BAFFLES
C-6.01
r
3-4 3.0" SKIMMER I
C-6.01 W / 1.5" ORIFICE
/I CIO M
INV OUT `O
831.00
1 TEMPORARY M
CONSTRUCTION CIO
C_6 00 ENTRANCE ,
(TYP.) 75 LF 24" RCP @ 2.0% Q ''
1 ,
2 SDMH-09 I �
TEMPORARY INV IN 820.78 (SDMH-10) o 'I
C 6.00 SILT FENCE INV IN 821.78 (SDMH-15) o '
(TYP.) INV OUT 820.58 J
• 135 LF 4" SCH 40 PVC 'I
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ARMORE EAST
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-� , + FIFE: 852.70
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TEMPORARY
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IN 4'W X 8'L X 3'D EXCAVATED PIT C-6.
PROVIDE 1 POLYMER FLOC LOG IN
SLOPE DRAIN PIPE
24 LF 1 'RCP WITVA
MOUNT BLE DIVVNSION BE
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/ (TYP.) C 6.00 HARDWARE CLOTH &
- = GRAVEL INLET F AM B U LA
PROTECTION (TYP.)
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SEE DECK B
DEMO PHASING SEE EROSION CONTROL PLAN (SHEET
NOTE #1 ON SHEET C-1.00 ) �Q� i , C-3.00) FOR PHASE 1 EROSION CONTROL
v • T \ S - _ - INFORMATION.
•
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NOTES:
1. SITE DISTURBED AREA = 3.89 ACRES ±
2. SEE C-0.01 THROUGH C-0.03 FOR EROSION CONTROL NOTES, NCG01 GROUND STABILIZATION AND
MATERIALS HAND NOTES, AND NCG01 SELF -INSPECTION RECORD KEEPING AND REPORTING NOTES.
3. SEE SEQUENCE OF CONSTRUCTION ON THIS SHEET.
SEQUENCE OF CONSTRUCTION:AA
1. ONCE PERIMETER MEASURES ARE INSTALLED AND APPROVED BY THE EROSION CONTROL INSPECTOR,
BEGIN SITE DEMOLITION. ALL DISTURBED AREAS SHALL BE DRAINING TO TEMPORARY EROSION
CONTROL MEASURES. ADD ADDITIONAL MEASURES (E.G., SILT FENCE, ETC.) AS REQUIRED TO CONTAIN
SEDIMENT WITHIN THE LIMITS OF DISTURBANCE.
2. AS DECK B DEMOLITION PROGRESSES, CONSTRUCT DIVERSION BERMS AS REQUIRED TO DIVERT
RUNOFF FROM DISTURBED AREA TO TEMPORARY SKIMMER BASIN #1.
3. INSTALL PROPOSED RETAINING WALL ON THE NORTH SIDE OF DECK A. INSTALL STORM DRAINAGE,
WATER MAIN, AND PRIMARY DUCT BANK. INSTALL TEMPORARY INLET PROTECTION AT APPROPRIATE
STORM STRUCTURES AS SOON AS THEY ARE INSTALLED.
4. INSTALL TEMPORARY ASPHALT DIVERSION BERM ONCE STORM DRAINAGE IS INSTALLED AT JANE WAY
ENTRANCE.
5. INSURE THAT ALL DISTURBED ARES ARE DRAINING TO EITHER THE TEMPORARY SKIMMER BASIN, SILT
FENCE (W/ STONE OUTLET PROTECTION), OR INLET PROTECTION.
6. THE FINISHED GRADES SHOWN ON THIS DRAWING REPRESENT AN INTERIM CONDITION AND DO NOT
REPRESENT FINAL SITE GRADES. THE FINAL EROSION CONTROL PLAN WILL BE SUBMITTED FOR
REVIEW AND APPROVAL AT A LATER DATE.
7. ALL DISTURBED GROUND SURFACES SHALL BE STABILIZED IN ACCORDANCE WITH THE GROUND
STABILIZATION TIME FRAMES TABLE ON SHEET C-0.02.
8. CONTACT THE EROSION CONTROL INSPECTOR FOR AN INSPECTION.
9. REMOVE THE EROSION CONTROL DEVICES AFTER RECEIVING APPROVAL FROM THE EROSION
CONTROL INSPECTOR.
Q10. SEED ALL REMAINING DISTURBED AREAS.
1
GRADING & EROSION CONTROL:
® PROPOSED SILT FENCE STONE OUTLET
DECK 13 PROPOSED WIRE & GRAVEL INLET PROTECTION
0 PROPOSED SILT SACK INLET PROTECTION
NAG S75BN MATTING
1� 100 PROPOSED MAJOR CONTOURS
101 PROPOSED MINOR CONTOURS
PROPOSED STORM DRAINAGE LINE
RL RL RL PROPOSED ROOF LEADER
-100- EXISTING MAJOR CONTOURS
101- EXISTING MINOR CONTOURS
SD EXISTING STORM DRAINAGE LINE
MEADS HALLDIVERSION BERM
MEADS HALL < < FLOW / SWALE LINE
LOD LIMITS OF DISTURBANCE
ti SILT FENCE
ASPHALT DIVERSION BERM 0
30 0
North
30
SCALE: 1" = 30'
60 90
© 2021 HKS ARCHITECTS, INC.
H I<S
ARCHITECT
HKS ARCHITECTS, INC.
2100 E. CARY STREET SUITE 100
RICHMOND, VA 23223
CPL I ARCHITECTURE ENGINEERING PLANNING
6302 FAIRVIEW RD. SUITE 102
CHARLOTTE, NC 28210
STRUCTURAL
WALTER P MOORE
227 WEST TRADE STREET, SUITE 2040
CHARLOTTE, NC 28202
MEP
WSP USA INC.
2201 SOUTH BOULEVARD SUITE 230
CHARLOTTE, NC 28203
CIVIL
STIMMEL
619 S. CEDAR STREET, SUITE L
CHARLOTTE, NC 28202
`00
oll
Atrium Health
Wake Forest Baptist
PROJECT EAST
CARE TOWER
OWNER
ATRIUM HEALTH WAKE FOREST BAPTIST
MEDICAL CENTER
MEDICAL CENTER BOULEVARD
WINSTON SALEM, NC 27157
PROGRAM MANAGER
STANTEC
2127 AYRSLEY TOWN BOULEVARD SUITE 300
CHARLOTTE, NC 28273
CONSTRUCTION
MANAGER
BRASFIELD & GORRIE
521 EAST MOREHEAD STREET SUITE 500
CHARLOTTE, NC 28202
FRANK L. BLUM CONSTRUCTION COMPANY
830 EAST 25TH STREET
WINSTON-SALEM, NC 27105
NCBEES CERT. NO.: C-1347
AL
27912
03/25/22
NOT A CERTIFIED DOCUMENT AS TO THE ORIGINAL
DOCUMENT BUT ONLY AS TO THE ADDENDUM 02
REVISIONS. THIS DOCUMENT ORIGINALLY ISSUED
AND SEALED BY AUSTIN W. KEY, P.E. #043196, ON
10/22/21. THIS DOCUMENT IS ONLY CERTIFIED AS
TO THE ADDENDUM 02 AND FUTURE REVISIONS.
KEY PLAN
REVISION
NO. DESCRIPTION DATE
1 CITY OF WS COMMENTS 01/06/22
2 ADDENDUM 03 02/04/22
3 CITY OF WS COMMENTS 02/10/22
4 CITY OF WS COMMENTS 03/25/22
HKS PROJECT NUMBER
24332.000
DATE
NOVEMBER 18, 2021
ISSUE
DECK D DEMO
PERMIT
SHEET TITLE
EROSION CONTROL
PLAN STAGE 2 -
DECK D DEMO
SHEET NO
Cw3w02